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Permit D12-095 - AT&T MOBILITY (SC78) - 3 ANTENNAS AND ANCILLARY EQUIPMENT
AT &T MOBILITY 11030 EAST MARGINAL WYS D12-095 Parcel No.: Address: Suite No: City ofkukwila • Department of Community Development 6300 Southcenter B oulevard, Suite #100 Tukwila, Washington 98188 Phone: 206.431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT 0323049057 11030 EAST MARGINAL WY S TUKW Project Name: AT &T MOBILITY (SC78) Permit Number: Issue Date: Permit Expires On: D12-095 05/31/2012 11/27/2012 Owner: Name: Address: SEA POLICE ATHLETIC ASSN IN 11030E MARGINAL WAYS , TUKWILA WA 98168 Contact Person: Name: SUNNY AUSINK Address: 111S JACKSON ST #200 , SEATTLE WA 98104 Contractor: Name: ROSH CONSTRUCTION LLC Address: PO BOX 7227 , BONNEY LAKE WA 98391 Contractor License No: ROSHCCL97109 Lender: Name: N/A - SELF FUNDED Address: Phone: 206 446 -0448 Phone: 503 - 569 -4183 Expiration Date: 03/10/2013 DESCRIPTION OF WORK: MODIFY EXISTING WIRELESS FACILITY BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Value of Construction: $15,000.00 Type of Fire Protection: Type of Construction: IIB Electrical Service Provided by: SEATTLE CITY LIGHT Fees Collected: International Building Code Edition: Occupancy per IBC: $622.10 2009 0025 * *continued on next page ** doc: IBC -7/10 D12 -095 Printed: 05 -31 -2012 • . Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Tirne: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: `-� Date: Cs- I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: S l (D- Print Name: < gL-3' CQ c- N e,53 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 5: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 012 -095 Printed: 05 -31 -2012 this requirement. III • 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12 -095 Printed: 05 -31 -2012 • CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wwW.TukwilaWA.gov Building Permit No. P to._ r 0 Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION (� OHO King Co Assessor's Tax No.: 0323049057 Site Address: 10868 EAST MARGINAL WAY SOUTH Suite Number: Floor: Tenant Name: AT &T MOBILITY (SC78) New Tenant: El Yes ®..No PROPERTY OWNER Name: SEATTLE POLICE ATHLETIC ASSOC. Address: 11030 E MARGINAL WAY S City: TUKWILA State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: SUNNY AUSINK Address: 111 S. JACKSON ST. #200 City: ORLANDO State: FL Zip: 32824 City: SEATTLE State: WA Zip: 98104 Phone: (206) 446 -0448 Fax: (206) 903 -8513 Email: SAUSINK @PTSWA.COM Address: GENERAL CONTRACTOR INFORMATION Company Name: WESTOWER COMMUNICATIONS Address: 9961 SIDNEY HAYES ROAD City: ORLANDO State: FL Zip: 32824 Phone: Fax: Contr Reg No.: WESTOCI975J8 Exp Date: 12/14/2012 Tukwila Business License No.: H:\Applications \Forms - Applications On Line \20I 1 Applications\Permit Application Revised - 8 -9 -1 I.docx Revised: August 2011 bh ARCHITECT OF RECORD Company Name: PACIFIC TELECOM SERVICES Architect Name: RICHARD HALL, AIA Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 342 -9000 Fax: (206) 903 -8513 Email: RHALL @PTSWA.COM ENGINEER OF RECORD Name: NOT APPLICABLE Address: Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NOT APPLICABLE Address: City: State: Zip: Page 1 of4 BUILDING PERMIT INFORMATION = 206 -431 -3670 Valuation of Project (contractor's bid price): $ 15,000 Describe the scope of work (please provide detailed information): AT &T PROPOSES TO MODIFY EXISTING WIRELESS FACILITY LOCATED AT ABOVE REFERENCE ABOVE BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Existing Building Valuation: $ 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 No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 1 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Petmit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1' Floor 2`d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm 1 None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms- Applications On Line \2011 Applications\Petmit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). 1 HEREBY CERTIFY THAT I HAVE READ AN I INED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF ;a F WA HINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE Signature: Print Name: SUNNY AUSINK Mailing Address: 111 S. JACKSON ST. #200 H: Applications\Forms- Applications On Line\201 I Applications\Permit Application Revised - 8 -9 -I I.docx Revised: August 2011 bh Date: 03/26/2012 Day Telephone: (206) 446 -0448 SEATTLE WA 98104 City State Zip Page 4 of 4 • • C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 0323049057 Permit Number: D12-095 Address: 11030 EAST MARGINAL WY S TUKW Status: APPROVED Suite No: Applied Date: 03/30/2012 Applicant: AT &T MOBILITY (SC78) Issue Date: Receipt No.: R12 -01744 Initials: User ID: WER 1655 Payment Amount: $378.80 Payment Date: 05/31/2012 02:18 PM Balance: $0.00 Payee: WESTOWER COMMUNICATIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 117783 378.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 374.30 640.237.114 4.50 Total: $378.80 doc: Receiot -06 Printed: 05 -31 -2012 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206 - 431 -3665 Web site: htto://www.TukwilaWA.gov RECEIPT Parcel No.: 0323049057 Permit Number: D12-095 Address: 11030 EAST MARGINAL WY S TUKW Status: PENDING Suite No: Applied Date: 03/30/2012 Applicant: AT &T MOBILITY Issue Date: Receipt No.: R12 -01180 Payment Amount: $243.30 Initials: JEM Payment Date: 03/30/2012 08:23 AM User ID: 1165 Balance: $378.80 Payee: WESTOWER COMMUNICATIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13563 243.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 243.30 Total: $243.30 doc: Receiot -06 Printed: 03 -30 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 1 . L12 -095 Project: Ili i 9 i n 7c i r (-/ Type of Inspection: t711/P9 L., Address: //&?6 e-45:%/11/700011., Date Call_ Special Instructions: Date Wanted: 9-.2 0-- /Z p.m. Requester: Phone No: .2c) - //2 -61/41 7 X Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: re2 /7/ 69'o,a Jth /1 /A/A / In pector: i n R I IPECTION FEE RE IRED. Prior to next inspection, fee must be p -'d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date_ AO r FILE COPY A AMERICAN TOWER* C O R P O R A T I O N Structural Analysis Report Structure ATC Site Name ATC Site Number Proposed Carrier Carrier Site Name Carrier Site Number County Eng. Number Date Usage Portholes Required Submitted by: Christina Minor Project Engineer : 121 ft EEI Monopole : Elmo - Spaa, WA : 310595 : AT &T Mobility : Hwy 99 and Hwy 599 : 10092623 King : 47014321 : April 8, 2011* 44% No American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone: 919- 468 -0112 REVIEWED FOR CODE COMPLIANCE - APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION CITY OF n1KVINtA MAR 3 0 2012 PERMIT CENTER P12-d615 • Eng. Number 47014321 April 8, 2011 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 121 ft. EEI Monopole located at 11030 E. Marginal Way., Seattle, WA 98168, King County (ATC Site No. 310595). The tower was originally designed and manufactured by EEI (Drawing No. GS50273, dated May 16, 1997). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wind Speed: 85 mph (3- second gust) Radial Ice: 50 mph (3- second gust) w/ 1" ice Code: TIA -222 -G / 2009 IBC Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 1210 9 48" x 12" Panels Platform with Handrails (12) 1 5/8 Sprint Ncxtel 3 72" x 12" Panels 117.0 3 Huawei DBS3900 RRU Side Arms (6) 5/16" (2) 'A" Clearwire 3 Kathrein 840 10054 2 Andrew VHLP2 -23 Proposed Antennas Elev. (ft) Qty Antennas Mount Coax Carrier 80.0 3 Lucent 9442 RRH AWS Platform with Handrails (2) 19.2 mm (1) 10 mm (1) 3/8" (10) 7/8" (12) 1 5/8" AT &T Mobility 2 Kathrein 800 10766 1 Raycap DC6- 48- 60 -18 -8F 3 Lucent 9442 RRH 700 MHz 6 Nokia CS72993.07 6 Powerwave LGP21401 8 Kathrein 860 10025 4 72" x 12" Panels 3 36" x 8" Panels Install proposed coax inside monopole. Eng. Number 47014321 April 8, 2011 Page 2 Results The maximum structure usage is: 44% Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port. To ensure compliance with all conditions of this structural analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. Pole Reactions Original Design Reactions Factored Design Reactions * Current Analysis Reactions /o Of Design % Moment (ft -kips) 2,995.7 4,044.2 1,698.8 42 Shear (kips) 34.1 46.0 20.4 44 * The reactions are factored by 1.35 per TIA -222 -G The structure base reactions resulting from this analysis are acceptable when compared to the reactions shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on the analysis results, the structure meets the requirements per TIA -222 -G and 2009 IBC standards. The tower and foundation can support the existing and proposed antennas with the TX line distribution as described in this report. If you have any questions or require additional information, please call 919- 466 -5006. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Infomration supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSUEIA -222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. Copyright Semaan Engineering Solutions, Inc ,0' -8 "11f120' -0.. 117' -0" 19'- 11 "1/4 85' -9" 49' -7 "3/4 14' -0 "3/16 34'-11"3/4 1/4" Thick (65 KSI) 45' -11" 5/16" Thick (65 KSI) 120'- 8'11/1E 68" 49' -7 "314 3/8" Thick (65 KSI) Job Information Pole: 310595 Description : 121' EEI Monopole Client : AT &T Mobility Location : Elmo • Spaa, WA Shape : 12 Sides Height : 120.73 (ft) Code: ANS1MA -222 Rev G Struct Class :11 Exposure : B Topo : 1 Base Elev (ft): 0.00 Taper: 0.286806(in/ft) Sections Properties Diameter (In) Overlap Steel Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (In) Type (in) (in /ft) (ksi) 1 49.648 38.76 53.00 0.375 0.000 0.286806 65 2 45.919 27.83 41.00 0.313 Slip Joint 67.563 0.286806 65 3 34.977 19.50 29.53 0.250 Slip Joint 50.249 0.286806 65 Discrete Appurtenance Attach Force Elev (ft) Eiev (ft) Qty Description 120.000 120.000 1 Platform with Handrails 120.000 121.000 9 48" x 12" Panels 120.000 121.000 3 72" x 12" Panels 117.000 117.000 3 Huawei DBS3900 RRU 117.000 117.000 3 Kathrein 840 10054 117.000 117.000 2 Andrew VHLP2 -23 117.000 117.000 1 Side Arms 80.000 80.000 3 Lucent 9442 RRH AWS 80.000 80.000 2 Kathrein 800 10766 80.000 80.000 1 Ravcap 006.48- 60 -18-8F 80.000 80.000 3 Lucent 9442 RRH 700 MHz 80.000 80.000 1 Platform with Handrails 80.000 80.000 6 Nokia CS72993.07 80.000 80.000 6 Powerwave LGP21401 80.000 80.000 8 Kathrein 860 10025 80.000 80.000 4 72" x 12" Panels 80.000 80.000 3 36" x 8" Panels Linear Appurtenance Etev (ft) Exposed From To Description To Wind 0.000 80.000 1 5/8" Coax 0.000 80.000 10 mm 0.000 80.000 19.2 mm 0.000 80.000 3/8" Coax 0.000 80.000 7/8" Coax 0.000 117.0 1/2" Coax 0.000 117.0 5/16" Coax 0.000 120.0 1 5/8" Coax No No No No No No No No Load Cases 1.20 + 1.6W 0.90 + 1.6W 1.2D +1.001 +1.0Wi 1.20 + 1.0E 0.9D + 1.0E 1.0D + 1.0W 85.00 mph with No Ice 85.00 mph with No Ice (Reduced DL) 50.00 mph with 1.00 in Radial Ice Dead Load with Seismic Dead Load with Seismic (Reduced DL) 60.00 mph Serviceability Reactions Load Case Moment Shear Axial (Kip -ft) (Kips) (Kips) 1.2D + 1.6W 0.913 + 1.6W 1.2D + 1.0DI + 1.0Wi 1222.73 1217.06 378.51 15.91 15.90 4.75 30.61 22.96 52.88 117' -0" 39'- 11 "1 /4 85' -9" 80' -0" ri 4,9';74 i4' -0 "3116 0_0 I 34'- 11 "3/4 114" Thick (65 KSI) 45' 11" 5/16" Thick (65 KSI) 120' -8 "11,16 49. -7 "3,4 3/8" Thick (65 KSI) 1.2D+ 1.0E 0.90 + 1.0E 1.0D + 1.0W 1698.79 1690.94 379.59 20.40 20.40 4.95 30.60 22.95 25.52 Dish Deflections Load Case Attach Deflection Rotation Elev (ft) (in) (deg) 1.0D +1.0W 117.00 7.137 0.551 1 Elevation (ft) 120.00 115.00 110.00 105.00 100.00 95.00 89.93 85.00 80.00 75.00 70.00 65.00 60.00 55.00 49.64 44.01 40.00 35.00 30.00 25.00 20.00 15.00 10.00 5.00 0.00 Load Case : 1.2D + 1.6W Max Ratio 31.11% at 0.0ft 0.0 '10 n 02. R74 3 1 1.001 0.07- 1 "LOA ). 0.12:' 0.15 0.17 ; 0.14 I 0.16. hew 0.18 I 0:20, 0,22; ) 0.24 0.26 0.27 { 0.231 d { 0.24 at I 0.25 1 MI 0.226 r 0.27 0.28 I I_ 0.28 0:29 Aim 0.30 I 0.31. . . , , . 1M 0.02 0.12 0.22 0.32 0.42 0.52 0.62 Interaction 0.72 0.82 0.92 ' �f 1 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc 4/8/2011 2:40:08 PM Page: 1 Shaft Section Properties Slip Bottom Sect Lenath Thick Fit Joint Joint Welaht Dia Elev Area Ix Wit Dit Num (ft) (In) (ksi) Type Len (in) (Ib) (in) (ft) (sgin) (in ^4) Ratio Ratio 1 49.648 0.3750 65 0.00 9,283 53.00 0.000 63.54 22462.1 35.73 141.3 2 45.919 0.3125 65 Slip Joint 67.56 5,362 41.00 44.01 40.94 8651.4 33.01 131.2 3 34.977 0.2500 65 Slip Joint 50.25 2,325 29.53 85.74 23.57 2579.7 29.51 118.1 Shaft Weight 16,970 Discrete Appurtenance Properties Attach Flay (ft) Description 120.0 120.0 120.0 117.0 117.0 117.0 117.0 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 Platform with Handrails 48" x 12" Panels 72" x 12" Panels Huawei DBS3900 RRU Kathrein 840 10054 Andrew VHLP2 -23 Side Arms Lucent 9442 RRH AWS Kathrein 800 10766 Ravcap DC6- 48- 60 -18 -8F Lucent 9442 RRH 700 MHz Platform with Handrails Nokia CS72993.07 Powerwave LGP21401 Kathrein 860 10025 72" x 12" Panels 36" x 8" Panels Top Dia Etev Area Ix Wit D/t Taper (In) (ft) (sgin) (in ^4) Ratio Ratio (in /ft) 38.76 49.64 46.35 27.83 89.93 27.69 19.50 120.7 15.50 8717.3 2676.4 732.9 No Ice Ice Distance Weight CaAa CaAa Weight CaAa CaAa From Face Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) 1 2000.00 42.400 1.00 3856.87 69.802 1.00 0.000 9 30.00 5.600 0.67 215.41 6.379 0.67 0.000 3 40.00 8.400 0.67 305.24 9.858 0.67 0.000 3 47.00 2.570 0.75 137.03 3.039 0.75 0.000 3 35.00 5.180 0.67 177.44 5.793 0.67 0.000 2 31.00 4.690 1.00 158.28 6.351 1.00 0.000 1 560.00 8.500 1.00 1170.14 17.761 1.00 0.000 3 43.00 2.510 0.50 0.00 0.000 0.50 0.000 2 61.70 11.310 1.00 0.00 0.000 1.00 0.000 1 31.80 1.470 1.00 0.00 0.000 1.00 0.000 3 51.00 2.490 0.50 0.00 0.000 0.50 0.000 1 2000.00 42.400 1.00 3783.07 68.712 1.00 0.000 6 20.00 1.230 0.50 64.57 1.635 0.50 0.000 6 14.10 1.290 0.50 60.48 1.698 0.50 0.000 8 1.00 0.140 0.50 14.56 0.391 0.50 0.000 4 40.00 8.400 0.75 292.17 9.784 0.75 0.000 3 30.00 2.800 0.75 206.13 6.322 0.75 0.000 25.55 103.36 0.28681 21.72 89.06 0.28681 18.76 78.00 0.28681 Vert Ecc (ft) 0.000 1.000 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Totals 59 6157.80 7888.36 Number of Loadings : 17 Linear Appurtenance Properties Elev Elev From To (ft) (ft) Description Exposed Width (in) Exposed To Wind 0.00 120.00 (12) 1 5/8" Coax 0.00 117.00 (2)1/2" Coax 0.00 117.00 (6) 5/16" Coax 0.00 80.00 (12) 1 5/8" Coax 0.00 80.00 (1) 10 mm . 0.00 80.00 (2) 19.2 mm 0.00 80.00 (1) 3/8" Coax 0.00 80.00 (10) 7/8" Coax 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 N N N N N N N N Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (In) 19.50 (in) 0.286806 (in/ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semen Engineering Solutions, Inc Y 418/2011 2:40:08 PM Page: 2 ,/ X Segment Properties (Max Len : 5ft) Sep Top Elev Thick (ft) Description (in) Flat Dia Area (in) (in "2) Ix W/t D/t F'y S (in "4) Ratio Ratio (ksi) (in3) Weight (lb) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 Bot - Section 2 45.00 49.65 Top - Section 1 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 85.75 Bot - Section 3 89.94 Ton - Section 2 90.00 95.00 100.0 105.0 110.0 115.0 117.0 120.0 120.7 0.3750 53.000 63.545 0.3750 51.566 61.813 0.3750 50.132 60.082 0.3750 48.698 58.350 0.3750 47.264 56.618 0.3750 45.830 54.887 0.3750 44.396 53.155 0.3750 42.962 51.424 0.3750 41.528 49.692 0.3750 40.375 48.301 0.3750 40.094 47.960 0.3125 39.386 39.317 0.3125 39.285 39.216 0.3125 37.851 37.773 0.3125 36.417 36.330 0.3125 34.983 34.887 0.3125 33.549 33.444 0.3125 32.115 32.001 0.3125 30.681 30.558 0.3125 29.246 29.115 0.3125 29.032 28.899 0.2500 28.331 22.605 0.2500 28.312 22.590 0.2500 26.878 21.436 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 0.2500 25.444 24.010 22.576 21.142 20.569 19.708 19.500 20.281 19.127 17.973 16.818 16.357 15.664 15.496 22.462.1 20,675.4 18.986.0 17.391.3 15,888.5 14.474.8 13,147.6 11,904.1 10.741.6 9.864.3 9.657.4 7,661.7 7,602.5 6,793.8 6.044.5 5.352.5 4.715.4 4,131.0 3.597.0 3,111.1 3,042.3 2.275.1 2.270.7 1.940.1 1.643.2 1,378.3 1,143.5 937.0 861.9 757.0 733.0 35.73 34.70 33.68 32.65 31.63 30.60 29.58 28.55 27.53 26.71 26.50 31.63 31.54 30.31 29.08 27.85 26.62 25.39 24.16 22.93 22.75 28.22 28.20 26.66 25.13 23.59 22.05 20.52 19.90 18.98 18.76 141.33 137.51 133.69 129.86 126.04 122.21 118.39 114.56 110.74 107.67 106.92 126.03 125.71 121.12 116.53 111.94 107.36 102.77 98.18 93.59 92.90 113.32 113.25 107.51 101.78 96.04 90.31 65.7 66.9 68.0 69.1 70.2 71.3 72.5 73.6 74.7 75.6 75.8 70.2 70.3 71.7 73.0 74.3 75.7 77.0 78.4 79.7 79.9 73.9 74.0 75.6 77.3 79.0 80.7 84.57 81.9 82.27 81.9 78.83 81.9 78.00 81.9 818.7 774.6 731.6 689.9 649.4 610.2 572.1 535.3 499.7 472.0 465.3 375.8 373.9 346.7 320.7 295.6 271.5 248.5 226.5 205.5 202.4 155.1 154.9 139.4 124.8 110.9 97.8 85.6 81.0 74.2 72.6 0.0 1.066.4 1,037.0 1.007.5 978.0 948.6 919.1 889.6 860.2 669.9 297.2 1.378.3 47.0 654.9 630.4 605.8 581.3 556.7 532.2 507.6 74.0 732.1 4.9 374.5 354.9 335.2 315.6 296.0 112.9 163.4 38.5 16,969.8 A Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (In) 19.50 (in) 0.286806 (in/ft) Code: ANSI/TIA -222 Rev G Struct Class : 1I Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions. Inc 4/8/2011 2:40:08 PM Page: 3 X Load Case: 1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 1.60 85.00 mph with No Ice 20 Iterations Wind Importance Factor : 1.00 Shaft Segment Forces (Factored) Seg Top Elev (ft) Description Kzt 0.00 1.00 5.00 1.00 10.00 1.00 15.00 1.00 20.00 1.00 25.00 1.00 30.00 1.00 35.00 1.00 40.00 1.00 44.02 Bot - Section 2 1.00 45.00 1.00 49.65 Top - Section 1 1.00 50.00 1.00 55.00 1.00 60.00 1.00 65.00 1.00 70.00 1.00 75.00 1.00 80.00 Appertunance(s) 1.00 85.00 1.00 85.75 Bot - Section 3 1.00 89.94 Top - Section 2 1.00 90.00 1.00 95.00 1.00 100.0 1.00 105.0 1.00 110.0 1.00 115.0 1.00 117.0 Appertunance(s) 1.00 120.0 Aonertunance(s) 1.00 120.7 1.00 gz KZ (psf) 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.300 0.70 12.310 0.73 12.865 0.76 13.365 0.78 13.735 0.78 13.822 0.80 14.216 0.81 14.245 0.83 14.638 0.85 15.006 0.87 15.353 0.89 15.682 0.91 15.994 0.92 16.292 0.94 16.577 0.94 16.618 0.95 16.846 0.95 16.849 0.97 17.112 0.98 17.364 1.00 17.608 1.01 17.844 1.02 18.072 1.03 18.161 1.04 18.293 1.04 18.324 Ice azGh C Thick Tributary Aa (psf) (mph -ft) Cf on} (ft) (sf) 13.53 325.17 1.000 13.53 316.37 1.000 13.53 307.58 1.000 13.53 298.78 1.000 13.53 289.98 1.000 13.53 281.18 1.000 13.54 272.50 1.000 14.15 269.57 1.000 14.70 265.59 1.000 15.10 261.77 1.000 15.20 260.77 1.000 15.63 255.66 1.000 15.66 259.38 16.10 253.34 16.50 246.79 16.88 239.80 17.25 232.41 17.59 224.68 17.92 216.64 18.23 208.31 18.28 207.04 18.53 199.83 18.53 203.31 18.82 194.51 19.10 185.48 19.36 176.25 19.62 166.83 19.87 157.23 19.97 153.34 20.12 147.46 20.15 146.03 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000 5.00 22.553 5.00 21.934 5.00 21.316 5.00 20.697 5.00 20.079 5.00 19.460 5.00 18.842 5.00 18.223 4.02 14.195 0.98 3.462 4.65 16.061 0.35 1.195 5.00 16.637 5.00 16.018 5.00 15.400 5.00 14.781 5.00 14.162 5.00 13.544 5.00 12.925 0.75 1.884 4.19 10.452 0.06 0.155 5.00 11.904 5.00 11.285 5.00 10.667 5.00 10.048 5.00 9.429 2.00 3.599 3.00 5.212 0.73 1.228 Totals: 120.73 Wind Dead Tot Dead CfAa Force X Load Ice Load (sf) (Ib) (Ib) (Ib) 0.00 0.0 0.0 0.0 22.55 488.2 0.0 1,279.7 21.93 474.8 0.0 1.244.3 21.32 461.4 0.0 1,209.0 20.70 448.0 0.0 1,173.6 20.08 434.7 0.0 1,138.3 19.46 421.6 0.0 1,102.9 18.84 426.6 0.0 1,067.6 18.22 428.6 0.0 1,032.2 14.19 343.2 0.0 803.8 3.46 84.2 0.0 356.7 16.06 401.8 0.0 1,653.9 1.19 29.9 0.0 56.4 16.64 428.6 0.0 785.9 16.02 423.1 0.0 756.5 15.40 416.1 0.0 727.0 14.78 408.0 0.0 697.5 14.16 398.7 0.0 668.1 13.54 388.4 0.0 638.6 12.93 377.1 0.0 609.2 1.88 55.1 0.0 88.7 10.45 309.9 0.0 878.6 0.15 4.6 0.0 5.8 11.90 358.5 0.0 449.4 11.29 344.9 0.0 425.9 10.67 330.6 0.0 402.3 10.05 315.6 0.0 378.7 9.43 299.9 0.0 355.2 3.60 115.0 0.0 135.5 5.21 167.8 0.0 196.1 1.23 39.6 0.0 46.2 9,624.5 0.0 20,363.7 Pole : Location : Height : Shape: Base Dia : Top Dia: Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) . 19.50 (in) 0.286806 (in /ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) z/ Copyright Semaan Engineering Solutions, Inc Y 4/8/2011 2 :40 :08 PM Page: 4 X Load Case: 1.2D + 1.6W 85.00 mph with No Ice Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 1.60 20 Iterations Wind Importance Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Eiev (ft) Description 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 117.0 117.0 117.0 117.0 12n.n 120.0 120.0 Lucent 9442 RRH AWS Kathrein 800 10766 Raycap DC6- 48.60.18- Lucent 9442 RRH 700 Platform with Handra Nokia CS72993.07 Powerwave LGP21401 Kathreln 860 10025 - 72" x 12" Panels 36" x 8" Panels Huawei DBS3900 RRU Kathreln 840 10054 Andrew VHLP2 -23 Side Arms Platfnrm with Handra 48" x 12" Panels 72" x 12" Panels Total Horiz Vert Wind Mom Mom Dead qz qzGh CaAa caAa Ecc Ecc FX Y Z Load Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (lb-ft) (lb-ft) (lb) 3 16.292 17.921 0.38 0.75 2.82 0.000 0.000 80.97 0.00 0.00 154.80 2 16.292 17.921 0.75 0.75 16.97 0.000 0.000 486.45 0.00 0.00 148.08 1 16.292 17.921 0.75 0.75 1.10 0.000 0.000 31.61 0.00 0.00 38.16 3 16.292 17.921 0.38 0.75 2.80 0.000 0.000 80.32 0.00 0.00 183.60 1 16.292 17.921 1.00 1.00 42.40 0.000 0.000 1.215.76 0.00 0.00 2,400.00 6 16.292 17.921 0.38 0.75 2.77 0.000 0.000 79.35 0.00 0.00 144.00 6 16.292 17.921 0.38 0.75 2.90 0.000 0.000 83.23 0.00 0.00 101.52 8 16.292 17.921 0.38 0.75 0.42 0.000 0.000 12.04 0.00 0.00 9.60 4 16.292 17.921 0.56 0.75 18.90 0.000 0.000 541.93 0.00 0.00 192.00 3 16.292 17.921 0.56 0.75 4.72 0.000 0.000 135,48 0.00 0.00 108.00 3 18.161 19.977 0.60 0.80 4.63 0.000 0.000 147.86 0.00 0.00 169.20 3 18.161 19.977 0.54 0.80 8.33 0.000 0.000 266.24 0.00 0.00 126.00 2 18.161 19.977 0.80 0.80 7.50 0.000 0.000 239.85 0.00 0.00 74.40 1 18.161 19.977 1.00 1.00 8.50 0,000 0.000 271.69 0.00 0.00 672.00 1 1A.293 20.122 1.00 1.00 42.40 0.000 0.000 1.385.09 n.nn 0.00 2.400.00 9 18.336 20.170 0.50 0.75 25.33 0.000 1.000 817.32 0.00 817.32 324.00 3 18.336 20.170 0.50 0.75 12.66 0.000 1.000 408.66 0.00 408.66 144.00 6,263.87 7,389.36 Pole : 310595 Location : Elmo - Spaa, WA Height : 120.7 (ft) Shape : 12 Sides Base Dia : 53.00 (in) Top Dia : 19.50 (in) Taper : 0.286806 (in /ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 4/8/2011 2:40:09 PM Page: 5 X Load Case: 1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 85.00 mph with No Ice 20 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Lateral Axial Torsion Moment FX ( -) FY ( -) MY MZ (Ib) (Ib) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 488.22 1.427.88 0.00 0.00 10.00 474.83 1.392.53 0.00 0.00 15.00 461.44 1.35717 0.00 0.00 20.00 448.05 1,321.82 0.00 0.00 25.00 434.66 1,286.47 0.00 0.00 30.00 421.62 1,251.11 0.00 0.00 35.00 426.60 1,215.76 0.00 0.00 40.00 428.64 1.180.41 0.00 0.00 44.02 343.15 922.91 0.00 0.00 45.00 84.23 385.78 0.00 0.00 49.65 401.84 1.791.68 0.00 0.00 50.00 29.95 66.87 0.00 0.00 55.00 428.61 934.11 0.00 0.00 60.00 423.06 904.65 0.00 0.00 RS.nn 416.13 R75.19 0.1110 n.nn 70.00 407.96 845.73 0.00 0.00 75.00 398.67 816.27 0.00 0.00 80.00 3.135.50 4,266.56 0.00 0.00 85.00 377.09 671.61 0.00 0.00 85.75 55.09 98.11 0.00 0.00 89.94 309.88 930.87 0.00 0.00 90.00 4.59 6.63 0.00 0.00 95.00 358.50 511.89 0.00 0.00 100.0 344.89 488.32 0.00 0.00 105.0 330.56 464.75 0.00 0.00 110.0 315.56 441.18 0.00 0.00 115.0 299.91 417.61 0.00 0.00 117.0 1.040.67 1.202.05 0.00 0.00 120.0 2.758.88 3,099.54 0.00 1,225.98 120.7 39.60 46.19 0.00 0.00 Totals: 15,888.38 30,621.63 0.00 1,225.98 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (In) 0.286806 (in /ft) Code: ANSIITIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base May : 0.000 (ft) U Copyright Semen Engineering Solutions, Inc Y 4/6/2011 2:40:09 PM Page: 6 x Load Case: 1.2D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 85.00 mph with No Ice 20 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (4 FX (4 MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft-kips) (ft -kips) (ft -kips) (kips) (kips) (ft-kips) (ft -kips) (In) (deg) Ratio 0.00 -30.61 -15.91 0.00 - 1.222.73 0.00 1,222.73 3.760.23 1.880.11 8,175.14 4,037.39 0.00 0.00 0.311 5.00 -29.16 -15.46 0.00 - 1.143.19 0.00 1,143.19 3,719.93 1,859.97 7,865.59 3,884.52 0.04 -0.07 0.302 10.00 -27.75 -15.02 0.00 - 1,065.90 0.00 1,065.90 3.676.15 1.838.08 7.553.69 3,730.48 0.16 -0.15 0.293 15.00 -26.38 -14.59 0.00 - 990.81 0.00 990.81 3.628.89 1.814.45 7.240.07 3.575.60 0.36 -0.23 0.284 20.00 -25.04 -14.17 0.00 - 917.88 0.00 917.88 3.578.15 1,789.07 6,925.34 3,420.17 0.64 -0.31 0.275 25.00 -23.73 -13.76 0.00 - 847.04 0.00 847.04 3,523.92 1,761.96 6,610.14 3,264.50 1.00 -0.39 0.266 30.00 -22.47 -13.36 0.00 - 778.26 0.00 778.26 3,466.21 1,733.11 6,295.08 3,108.91 1.45 -0.46 0.257 35.00 -21.24 -12.95 0.00 - 711.47 0.00 711.47 3,405.02 1,702.51 5.980.80 2,953.69 1.98 -0.55 0.247 40.00 -20.05 -12.54 0.00 - 646.71 0.00 646.71 3,340.34 1,670.17 5.667.90 2,799.16 2.60 -0.63 0.237 44.02 -19.12 -12.20 0.00 - 596.35 0.00 596.35 3.285.84 1.642.92 5.417.91 2.675.70 3.15 -0.69 0.229 45.00 -18.72 -12.12 0.00 - 584.37 0.00 584.37 3,272.18 1,636.09 5,357.03 2,645.63 3.30 -0.71 0.227 49.65 -16.93 -11.71 0.00 - 528.02 0.00 528.02 2,484.80 1,242.40 4,007.58 1.979.19 4.03 -0.79 0.274 50.00 -16.85 -11.69 0.00 - 523.90 0.00 523.90 2,481.71 1,240.86 3,992.18 1,971.59 4.09 -0.79 0.273 55.00 -15.91 -11.28 0.00 - 465.44 0.00 465.44 2.435.98 1,217.99 3,773.28 1,863.48 4.97 -0.88 0.256 60.00 -14.99 -10.86 0.00 - 409.06 0.00 409.06 2.386.77 1.193.39 3.554.66 1.755.51 5.94 -0.98 0.239 65.00 -14.11 -10.45 0.00 - 354.75 0.00 354.75 2.334.08 1.167.04 3.336.92 1.647.98 7.01 -1.07 0.221 70.44 -13.25 - 10.05 0.00 - 302.48 n.nn 302.49 2.277.94 1.128.05 3.124.74 1.541.20 8.18 -1.15 4.202 75.00 -12.43 -9.65 0.00 - 252.24 0.00 252.24 2,218.24 1,109.12 2.906.63 1,435.47 9.43 -1.24 0.181 80.00 -8.23 -6.43 0.00 - 203.99 0.00 203.99 2.155.10 1,077.55 2,695.31 1.331.11 10.77 -1.32 0.157 85.00 -7.56 -6.04 0.00 - 171.84 0.00 171.84 2,088.47 1,044.23 2,487.39 1,228.43 12.19 -1.39 0.144 85.75 -7.46 -5.99 0.00 - 167.31 0.00 167.31 2,078.19 1,039.09 2,456.56 1,213.20 12.41 -1.40 0.142 89.94 -6.54 -5.66 0.00 - 142.22 0.00 142.22 1,504.17 752.09 1,741.92 860.27 13.66 -1.46 0.170 90.00 -6.53 -5.66 0.00 - 141.87 0.00 141.87 1,503.63 751.82 1.740.15 859.40 13.68 -1.46 0.169 95.00 -6.02 -5.30 0.00 - 113.56 0.00 113.56 1.459.13 729.57 1.601.60 790.97 15.26 -1.54 0.148 100.00 -5.53 -4.95 0.00 -87.07 0.00 87.07 1.411.15 705.58 1.464.75 723.38 16.92 -1.62 0.124 105.00 -5.07 -4.61 0.00 -62.34 0.00 62.34 1,359.69 679.84 1.330.21 656.94 18.64 -1.68 0.099 110.00 - 4.64 -4.28 0.00 -39.30 0.00 39.30 1,304.74 652.37 1,198.61 591.95 20.44 -1.73 0.070 115.00 -4.23 -3.97 0.00 -17.88 0.00 17.88 1,239.68 619.84 1.064.88 525.91 22.27 -1.77 0.037 117.00 -3.06 -2.89 0.00 -9.94 0.00 9.94 1,205.64 602.82 1.006.87 497.26 23.02 -1.78 0.023 120.00 -0.04 -0.04 0.00 -0.03 0.00 0.03 1.154.59 577.29 922.91 455.79 24.13 -1.78 0.000 120.73 0.00 -0.04 0.00 0.00 0.00 0.00 1,142.23 571.12 903.14 446.03 24.41 -1.78 0.000 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo • Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (In /ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Samoan Engineering Solutions, Inc 4!W2011 2:40:09 PM Page: 7 X Load Case: 0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85.00 mph with No Ice (Reduced DL) 20 Iterations Wind Importance Factor : 1.00 Shaft Segment Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 Bot • Section 2 45.00 49.65 Top - Section 1 50.00 55.00 60.00 65.00 70.00 75.00 80.00 ADeertunance(s) 85.00 85.75 Bot • Section 3 89.94 Top - Section 2 90.00 95.00 100.0 105.0 110.0 115.0 117.0 Appertunance(s) 120.0 Aooertunance(s) 120.7 (Factored) pz Kzt Kz (psf) Ice cizGh C Thick Tributary Aa (psf) (mph -ft) Cf (m) (ft) (sf) 1.00 0.70 12.300 13.53 325.17 1.000 0.00 1.00 0.70 12.300 13.53 316.37 1.000 0.00 1.00 0.70 12.300 13.53 307.58 1.000 0.00 1.00 0.70 12.300 13.53 298.78 1.000 0.00 1.00 0.70 12.300 13.53 289.98 1.000 0.00 1.00 0.70 12.300 13.53 281.18 1.000 0.00 1.00 0.70 12.310 13.54 272.50 1.000 0.00 1.00 0.73 12.865 14.15 269.57 1.000 0.00 1.00 0.76 13.365 14.70 265.59 1.000 0.00 1.00 0.78 13.735 15.10 261.77 1.000 0.00 1.00 0.78 13.822 15.20 260.77 1.000 0.00 1.00 0.80 14.216 15.63 255.66 1.000 0.00 1.00 0.81 14.245 15.66 259.38 1.000 0.00 1.00 0.83 14.638 16.10 253.34 1.000 0.00 1.00 0.85 15.006 16.50 246.79 1.000 0.00 1.00 0.87 15.353 16.88 239.80 1.000 0.00 1.00 0.89 15.682 17.25 232.41 1.000 0.00 1.00 0.91 15.994 17.59 224.68 1.000 0.00 1.00 0.92 16.292 17.92 216.64 1.000 0.00 1.00 0.94 16.577 18.23 208.31 1.000 0.00 1.00 0.94 16.618 18.28 207.04 1.000 0.00 1.00 0.95 16.846 18.53 199.83 1.000 0.00 1.00 0.95 16.849 18.53 203.31 1.000 0.00 1.00 0.97 17.112 18.82 194.51 1.000 0.00 1.00 0.98 17.364 19.10 185.48 1.000 0.00 1.00 1.00 17.608 19.36 176.25 1.000 0.00 1.00 1.01 17.844 19.62 166.83 1.000 0.00 1.00 1.02 18.072 19.87 157.23 1.000 0.00 1.00 1.03 18.161 19.97 153.34 1.000 0.00 1.00 1.0418.293 20.12 147.46 1.000 0.00 1.00 1.04 18.324 20.15 146.03 1.000 0.00 0.00 0.000 5.00 22.553 5.00 21.934 5.00 21.316 5.00 20.697 5.00 20.079 5.00 19.460 5.00 18.842 5.00 18.223 4.02 14.195 0.98 3.462 4.65 16.061 0.35 1.195 5.00 16.637 5.00 16.018 5.00 15.400 5.00 14.781 5.00 14.162 5.00 13.544 5.00 12.925 0.75 1.884 4.19 10.452 0.06 0.155 5.00 11.904 5.00 11.285 5.00 10.667 5.00 10.048 5.00 9.429 2.00 3.599 3.00 5.212 0.73 1.228 Totals: 120.73 Wind Dead Tot Dead CfAa Force X Load Ice Load (sf) (lb) (lb) (lb) 0.00 0.0 0.0 0.0 22.55 488.2 0.0 959.8 21.93 474.8 0.0 933.3 21.32 461.4 0.0 906.7 20.70 448.0 0.0 880.2 20.08 434.7 0.0 853.7 19.46 421.6 0.0 827.2 18.84 426.6 0.0 800.7 18.22 428.6 0.0 774.2 14.19 343.2 0.0 602.9 3.46 84.2 0.0 267.5 16.06 401.8 0.0 1.240.4 1.19 29.9 0.0 42.3 16.64 428.6 0.0 589.4 16.02 423.1 0.0 567.3 15.40 416.1 0.0 545.3 14.78 408.0 0.0 523.2 14.16 398.7 0.0 501.1 13.54 388.4 0.0 479,0 12.93 377.1 0.0 456.9 1.88 55.1 0.0 66.6 10.45 309.9 0.0 658.9 0.15 4.6 0.0 4.4 11.90 358.5 0.0 337.1 11.29 344.9 0.0 319.4 10.67 330.6 0.0 301.7 10.05 315.6 0.0 284.0 9.43 299.9 0.0 266.4 3.60 115.0 0.0 101.6 5.21 167.8 0.0 147.1 1.23 39.6 0.0 34.6 9,624.5 0.0 15,272.8 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANsImA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semen Engineering Solutions, Inc Y 4/812011 2:40:09 PM Page: 8 X Load Case: 0.9D + 1.6w Gust Response Factor : 1.10 • Dead Load Factor: 0.90 Wind Load Factor : 1.60 85.00 mph with No Ice (Reduced DL) 20 Iterations Wind Importance Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description Total Horiz Vert Wind Mom Mom Dead qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (Ib -ft) (Ib -ft) (Ib) 80.00 Lucent 9442 RRH AWS 3 80.00 Kathrein 800 10766 2 80.00 Ravcap DC6-48-60-18- 1 80.00 Lucent 9442 RRH 700 3 80.00 Platform with Handra 1 80.00 Nokia CS72993.07 6 80.00 Powerwave LGP21401 6 80.00 Kathrein 860 10025 8 80.00 72" x 12" Panels 4 80.00 36" x 8" Panels 3 117.0 Huawei DBS3900 RRU 3 117.0 Kathrein 840 10054 3 117.0 Andrew VHLP2 -23 2 117.0 Side Arms 1 120.0 Platform with Handra 1 120.0 48" x 12" Panels 9 120.0 72" x 12" Panels 3 16.292 17.921 0.38 0.75 2.82 0.000 0.000 80.97 0.00 0.00 116.10 16.292 17.921 0.75 0.75 16.97 0.000 0.000 486.45 0.00 0.00 111.06 16.292 17.921 0.75 0.75 1.10 0.000 0.000 31.61 0.00 0.00 28.62 16.292 17.921 0.38 0.75 2.80 0.000 0.000 80.32 0.00 0.00 137.70 16.292 17.921 1.00 1.00 42.40 0.000 0.000 1,215.76 0.00 0.00 1.800.00 16.292 17.921 0.38 0.75 2.77 0.000 0.000 79.35 0.00 0.00 108.00 16.292 17.921 0.38 0.75 2.90 0.000 0.000 83.23 0.00 0.00 76.14 16.292 17.921 0.38 0.75 0.42 0.000 0.000 12.04 0.00 0.00 7.20 16.292 17.921 0.56 0.75 18.90 0.000 0.000 541.93 0.00 0.00 144.00 16.292 17.921 0.56 0.75 4.72 0.000 0.000 135.48 0.00 0.00 81.00 18.161 19.977 0.60 0.80 4.63 0.000 0.000 147.86 0.00 0.00 126.90 18.161 19.977 0.54 0.80 8.33 0.000 0.000 266.24 0.00 0.00 94.50 18.161 19.977 0.80 0.80 7.50 0.000 0.000 239.85 0.00 0.00 55.80 18.161 19.977 1.00 1.00 8.50 0.000 0.000 271.69 0.00 0.00 504.00 18.293 20.122 1 n 1.nn 42.40 0.000 0.000 1.3R5_n9 0.00 n.nn 1.800.00 18.336 20.170 0.50 0.75 25.33 0.000 1.000 817.32 0.00 817.32 243.00 18.336 20.170 0.50 0.75 12.66 0.000 1.000 408.66 0.00 408.66 108.00 6,263.87 5,542.02 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSUTIA -222 Rev G Struct Class : 11 Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) U Copyright Semaan Engineering Solutions. Inc Y 4/812011 2:40:09 PM Page: 9 X Load Case: 0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85.00 mph with No Ice (Reduced DL) 20 Iterations Wind Importance Factor :1.00 Applied Segment Forces Summary Seg Elev (ft) Lateral Axial Torsion FX ( -) FY ( -) MY (lb) (lb) Moment MZ (lb -ft) (lb-ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 45.00 49.65 50.00 55.00 60.00 85.00 70.00 75.00 80.00 85.00 85.75 89.94 90.00 95.00 100.0 105.0 110.0 115.0 117.0 120.0 120.7 Totals: 0.00 488.22 474.83 461.44 448.05 434.66 421.62 426.60 428.64 343.15 84.23 401.84 29.95 428.61 423.06 41 R.13 407.96 398.67 3,135.50 377.09 55.09 309.88 4.59 358.50 344.89 330.56 315.56 299.91 1.040.67 2.758.88 0.00 1,070.91 1.044.39 1,017.88 991.36 964.85 938.33 911.82 885.30 692.18 289.34 1,343.76 50.15 700.58 678.49 R5R.3A 634.29 612.20 3,199.92 503.71 73.58 698.16 4.97 383.91 366.24 348.56 330.88 313.21 901.53 2,324.66 39.60 34.64 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1,225.98 0.00 15,888.38 22,966.22 0.00 1,225.98 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (In/ft) Code: ANSVTIA-222 Rev G Struct Class : 1I Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semen Engineering Solutions, int Y 41812011 2:40:09 PM Page: 10 X Load Case: 0.9D + 1.6W Gust Response Factor : 1.10 Dead Load Factor: 0.90 Wind Load Factor : 1.60 85.00 mph with No Ice (Reduced DL) 20 Iterations Wind Importance Factor :1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Elev FY ( -) FX ( -) MY MZ MX (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) Resultant Moment (ft -kips) phl phi Pn Vn (kips) (kips) phi phi Total Tn Mn Deflect Rotation (ft -kips) (ft-kips) (in) (deg) Ratio 0.00 -22.96 -15.90 0.00 - 1.217.06 0.00 5.00 -21.86 -15.44 0.00 - 1,137.55 0.00 10.00 -20.80 -14.99 0.00 - 1.060.33 0.00 15.00 -19.77 -14.56 0.00 - 985.36 0.00 20.00 -18.76 -14.13 0.00 - 912.58 0.00 25.00 -17.78 -13.71 0.00 - 841.94 0.00 30.00 -16.82 -13.31 0.00 - 773.38 0.00 35.00 -15.90 -12.90 0.00 - 706.84 0.00 40.00 -15.00 -12.48 0.00 - 642.37 0.00 44.02 -14.30 -12.14 0.00 - 592.24 0.00 45.00 -14.00 -12.06 0.00 - 580.32 0.00 49.65 -12.66 -11.65 0.00 - 524.27 0.00 50.00 -12.60 -11.63 0.00 - 520.17 0.00 55.00 -11.89 -11.21 0.00 - 462.02 0.00 60.00 -11.20 -10.79 0.00 - 405.97 0.00 65.00 -10.53 -10.38 0.00 - 352.01 0.00 70.00 -9.119 -9.9R n.nn -ann.in n.nn 75.00 -9.27 -9.58 0.00 - 250.21 0.00 80.00 -6.14 -6.38 0.00 - 202.32 0.00 85.00 -5.64 -6.00 0.00 - 170.42 0.00 85.75 -5.56 -5.94 0.00 - 165.93 0.00 89.94 -4.87 -5.62 0.00 - 141.04 0.00 90.00 -4.86 -5.62 0.00 - 140.69 0.00 95.00 -4.48 -5.25 0.00 - 112.60 0.00 100.00 - 4.11 -4.90 0.00 -86.33 0.00 105.00 - 3.77 -4.57 0.00 -61.81 0.00 110.00 -3.45 -4.25 0.00 -38.97 0.00 115.00 -3.14 -3.94 0.00 -17.74 0.00 117.00 -2.27 -2.87 0.00 -9.87 0.00 120.00 -0.03 -0.04 0.00 -0.03 0.00 120.73 0.00 -0.04 0.00 0.00 0.00 1,217.06 3,760.23 1,880.11 8,175.14 4.037.39 0.00 0.00 0.308 1,137.55 3,719.93 1,859.97 7,865.59 3,884.52 0.04 -0.07 0.299 1,060.33 3,676.15 1,838.08 7,553.69 3.730.48 0.16 -0.15 0.290 985.36 3.628.89 1.814.45 7.240.07 3.575.60 0.36 -0.23 0.281 912.58 3,578.15 1,789.07 6,925.34 3.420.17 0.64 -0.30 0.272 841.94 3,523.92 1,761.96 6,610.14 3,264.50 1.00 -0.38 0.263 773.38 3,466.21 1,733.11 6,295.08 3,108.91 1.44 -0.46 0.254 706.84 3,405.02 1,702.51 5.980.80 2,953.69 1.97 -0.54 0.244 642.37 3,340.34 1,670.17 5,667.90 2,799.16 2.58 -0.62 0.234 592.24 3.285.84 1.642.92 5.417.91 2.675.70 3.14 -0.69 0.226 580.32 3,272.18 1,636.09 5,357.03 2,645.63 3.28 -0.71 0.224 524.27 2.484.80 1,242.40 4,007.58 1,979.19 4.01 -0.78 0.270 520.17 2,481.71 1,240.86 3.992.18 1.971.59 4.06 -0.79 0.269 462.02 2,435.98 1,217.99 3,773.28 1.863.48 4.94 -0.88 0.253 405.97 2.386.77 1.193.39 3.554.66 1.755.51 5.91 -0.97 0.236 352.01 2.334.08 1.167.04 3.336.92 1.647.98 6.97 -1.06 0.218 300.10 2.277.90 1.1351.95 3.120.70 1.541.21) R.13 4.15 0.1951 250.21 2.218.24 1,109.12 2,906.63 1,435.47 9.37 -1.23 0.179 202.32 2,155.10 1,077.55 2,695.31 1,331.11 10.70 -1.31 0.155 170.42 2.088.47 1,044.23 2,487.39 1,228.43 12.11 -1.38 0.141 165.93 2,078.19 1,039.09 2.456.56 1.213.20 12.33 -1.39 0.139 141.04 1,504.17 752.09 1,741.92 860.27 13.58 -1.45 0.167 140.69 1,503.63 751.82 1.740.15 859.40 13.60 -1.45 0.167 112.60 1.459.13 729.57 1.601.60 790.97 15.16 -1.53 0.145 86.33 1,411.15 705.58 1.464.75 723.38 16.81 -1.61 0.122 61.81 1,359.69 679.84 1,330.21 656.94 18.53 -1.67 0.097 38.97 1,304.74 652.37 1,198.61 591.95 20.30 -1.72 0.069 17.74 1.239.68 619.84 1,064.88 525.91 22.13 -1.76 0.036 9.87 1.205.64 602.82 1.006.87 497.26 22.86 -1.76 0.022 0.03 1.154.59 577.29 922.91 455.79 23.98 -1.77 0.000 0.00 1,142.23 571.12 903.14 446.03 24.25 -1.77 0.000 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) • 19.50 (in) 0.286806 (in/ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 41812011 2:40:09 PM Page: 11 X Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor: 1.00 50.00 mph with 1.00 in Radial Ice Ice Dead Load Factor : 1.00 19 Iterations Wind Importance Factor :1.00 Ice importance Factor : 1.00 Shaft Segment Forces (Factored) Seg Top Elev (ft) Description Ice oz azGh C Thick Tributary Aa Kzt Kz (psf) (psf) (mph-ft) Cf (in) (ft) (sf) Wind Dead Tot Dead CfAa Force X Load Ice Load (sf) (Ib) (Ib) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 45.00 49.65 50.00 55.00 60.00 65.nn 70.00 75.00 80.00 85.00 85.75 89.94 90.00 95.00 100.0 105.0 110.0 115.0 117.0 120.0 120.7 Bot - Section 2 To - Section 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Appertunance(s) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Appertunance(s) 1.00 Aooertunancels) 1.00 1.00 Bot - Section 3 Top - Section 2 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.73 0.76 0.78 0.78 0.80 0.81 0.83 0.85 0.87 0,89 0.91 0.92 0.94 0.94 0.95 0.95 0.97 0.98 1.00 1.01 1.02 1.03 1.04 1.04 4.256 4.256 4.256 4.256 4.256 4.256 4.260 4.451 4.625 4.753 4.783 4.919 4.929 5.065 5.193 5.313 5.426 5.534 5.637 5.736 5.750 5.829 5.830 5.921 6.008 6.093 6.174 6.253 6.284 6.330 6.341 4.682 4.682 4.682 4.682 4.682 4.682 4.686 4.897 5.087 5.228 5.261 5.411 5.422 5.572 5.712 5.844 5.969 6.088 6.201 6.309 6.325 6.412 6.413 6.513 6.609 6.702 6.792 6.879 6.913 6.963 6.975 0.000 1.200 0.00 0.000 1.200 1.65 0.000 1.200 1.77 0.000 1.200 1.84 0.000 1.200 1.90 0.000 1.200 1.94 0.000 1.200 1.98 0.000 1.200 2.01 0.000 1.200 2.03 0.000 1.200 2.05 0.000 1.200 2.06 0.000 1.200 2.08 0.000 1.200 2.08 0.000 1.200 2.10 0.000 1.200 2.12 0.000 1.200 2.14 0.000 1.200 2.15 0.000 1.200 2.17 0.000 1.200 2.18 0.000 1.200 2.19 0.000 1.200 2.20 0.000 1.200 2.21 0.000 1.200 2.21 0.000 1.200 2.22 0.000 1.200 2.23 0.000 1.200 2.24 0.000 1.200 2.25 0.000 1.200 2.26 0.000 1.200 2.27 0.000 1.200 2.27 0.000 1.200 2.27 0.00 0.000 5.00 23.933 5.00 23.414 5.00 22.856 5.00 22.283 5.00 21.700 5.00 21.111 5.00 20.518 5.00 19.922 4.02 15.573 0.98 3.800 4.65 17.675 0.35 1.317 5.00 18.391 5.00 17.788 5.00 17.183 5.00 16.578 5.00 15.972 5.00 15.365 5.00 14.757 0.75 2.158 4.19 11.995 0.06 0.178 5.00 13.756 5.00 13.147 5.00 12.538 5.00 11.928 6.00 11.318 2.00 4.355 3.00 6.350 0.73 1.503 Totals: 120.73 0.00 0.0 0.0 28.72 134.5 570.7 28.10 131.5 596.5 27.43 128.4 604.8 26.74 125.2 605.5 26.04 121.9 601.6 25.33 118.7 594.7 24.62 120.6 585.6 23.91 121.6 574.8 18.69 97.7 454.2 4.56 24.0 112.2 21.21 114.8 519.7 1.58 8.6 39.3 22.07 123.0 544.2 21.35 121.9 529.4 20.62 120.5 514.0 19.89 118.7 498.0 19.17 116.7 481.5 18.44 114.3 464.5 17.71 111.7 447.0 2.59 16.4 66.6 14.39 92.3 365.7 0.21 1.4 5.5 16.51 107.5 418.3 15.78 104.3 399.8 15.05 100.8 381.0 14.31 97.2 362.0 13.58 93.4 342.7 5.23 36.1 134.0 7.62 53.1 193.9 1.80 12.8 46.5 0.0 1,850.4 1.840.8 1.813.8 1,779.1 1.739.8 1,697.6 1,653.2 1.607.1 1.258.0 468.9 2,173.6 95.7 1.330.1 1.285.9 1.241.0 1.195.5 1,149.5 1.103.1 1,056.2 155.3 1,244.2 11.4 867.7 825.7 783.3 740.7 697.8 269.4 390.0 92.7 2,789.3 12,053.9 32,417.7 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper : 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSIITIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Eiev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc IY 41812011 2:40:09 PM Page: 12 Load Case: 1.2D + 1.0Di + 1.0Wi Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 1.00 50.00 mph with 1.00 In Radial Ice Ice Dead Load Factor : 1.00 19 Iterations Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa caAa Eft cc b I ¥ (lb-ft) Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) ( ) ( ) ( ) ( ) 80.00 Lucent 9442 RRH AWS 3 5.637 6.201 0.38 0.75 3.36 0.000 0.000 20.84 0.00 0.00 444.50 80.00 Kathrein 800 10766 2 5.637 6.201 0.75 0.75 20.10 0.000 0.000 124.64 0.00 0.00 798.47 80.00 Ravcao DC6-48- 60 -18- 1 5.637 6.201 0.75 0.75 2.28 0.000 0.000 14.12 0.00 0.00 161.26 80.00 Lucent 9442 RRH 700 3 5.637 6.201 0.38 0.75 3.30 0.000 0.000 20.46 0.00 0.00 534.63 80.00 Platform with Handra 1 5.637 6.201 1.00 1.00 68.71 0.000 0.000 426.09 0.00 0.00 3,733.07 80.00 Nokia CS72993.07 6 5.637 6.201 0.38 0.75 3.68 0.000 0.000 22.82 0.00 0.00 411.41 80.00 Powerwave LGP21401 6 5.637 6.201 0.38 0.75 3.82 0.000 0.000 23.69 0.00 0.00 379.78 80.00 Kathrein 860 10025 8 5.637 6.201 0.38 0.75 1.17 0.000 0.000 7.28 0.00 0.00 118.09 80.00 72" x 12" Panels 4 5.637 6.201 0.56 0.75 22.01 0.000 0.000 136.51 0.00 0.00 1,200.67 80.00 36" x 8" Panels 3 5.637 6.201 0.56 0.75 10.67 0.000 0.000 66.16 0.00 0.00 636.38 117.0 Huawei DBS3900 RRU 3 6.284 6.913 0.60 0.80 5.47 0.000 0.000 37.82 0.00 0.00 439.28 117.0 Kathrein 840 10054 3 6.284 6.913 0.54 0.80 9.32 0.000 0.000 64.40 0.00 0.00 553.32 117.0 Andrew VHLP2 -23 2 6.284 6.913 0.80 0.80 10.16 0.000 0.000 70.24 0.00 0.00 281.35 117.0 Side Arms 1 6.284 6.913 1.00 1.00 17.76 0.000 0.000 122.77 0.00 0.00 1,162.14 120.1 Platform with Handra 1 8.310 R.9R3 1.00 1.00 R9.Sn n.nnn 0.00n 488.01 n.nn n.nn 3.808.87 120.0 48" x 12" Panels 9 6.345 6.979 0.50 0.75 28.85 0.000 1.000 201.34 0.00 201.34 1.992.71 120.0 72" x 12" Panels 3 6.345 6.979 0.50 0.75 14.86 0.000 1.000 103.72 0.00 103.72 939.72 1,948.90 17,593.65 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSIJ1IA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) U Copyright Semean Engineering Solutions, fnc Y 4/8/2011 2:40:09 PM Page: 13 X Load Case: 1.2D + 1.0Di + 1.OWi Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 1.00 50.00 mph with 1.00 in Radial Ice Ice Dead Load Factor : 1.00 19 Iterations Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Lateral FX ( -) (Ib) Axial Torsion Moment FY ( -) MY MZ (Ib) (Ib it) (lb -ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 45.00 49.65 50.00 55.00 60.00 65.00 70.00 75.00 80.00 85.00 85.75 89.94 90.00 95.00 100.0 105.0 110.0 115.0 117.0 120.0 120.7 Totals: 0.00 134.45 131.54 128.40 125.18 121.91 118.70 120.56 121.61 97.70 23.99 114.76 8.57 122.96 121.92 120.50 118.74 116.68 976.94 111.73 16.38 92.29 1.37 107.52 104.27 100.83 97.21 93.42 331.35 844.12 0.00 1,998.59 1.989.02 1.962.02 1,927.28 1,888.03 1,845.77 1,801.34 1.755.25 1,377.12 497.98 2,311.38 106.16 1.478.26 1.434.06 1.3RA.19 1.343.72 1,297.73 9,669.53 1,118.65 164.70 1.296.53 12.16 930.14 888.11 845.78 803.17 760.29 2.730.49 7,164.73 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 305.05 0.00 4,738.20 52,879.87 0.00 305.05 Pole : 310595 Location : Elmo - Spaa, WA Height : 120.7 (ft) Shape : 12 Sides Base Dia : 53.00 (in) Top Dia : 19.50 (in) Taper : 0.286806 (in/ft) Code: ANSI/TIA -222 Rev G Struct Class : 11 Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Samoan Engineering Solutions. Inc Y 4/8/2011 2:40:09 PM Page: 14 C./ X Load Case: 1.2D + 1.ODI + 1.OWI Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 50.00 mph with 1.00 in Radial Ice 19 Iterations Ice Dead Load Factor : 1.00 Wind Importance Factor :1.00 Ice Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Eiev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -52.88 -4.75 0.00 - 378.51 0.00 378.51 3,760.23 1,880.11 8,175.14 4.037.39 0.00 0.00 0.108 5.00 -50.88 -4.63 0.00 - 354.77 0.00 354.77 3,719.93 1,859.97 7.865.59 3,884.52 0.01 -0.02 0.105 10.00 -48.89 -4.52 0.00 - 331.60 0.00 331.60 3.676.15 1.838.08 7,553.69 3.730.48 0.05 -0.05 0.102 15.00 -46.92 -4.41 0.00 - 308.99 0.00 308.99 3.628.89 1.814.45 7.240.07 3.575.60 0.11 -0.07 0.099 20.00 -44.99 -4.30 0.00 - 286.93 0.00 286.93 3,578.15 1.789.07 6,925.34 3,420.17 0.20 -0.10 0.096 25.00 - 43.11 -4.20 0.00 - 265.42 0.00 265.42 3,523.92 1,761.96 6,610.14 3,264.50 0.31 -0.12 0.094 30.00 -41.26 -4.09 0.00 - 244.44 0.00 244.44 3,466.21 1,733.11 6.295.08 3,108.91 0.45 -0.14 0.091 35.00 -39.46 -3.98 0.00 - 223.98 0.00 223.98 3,405.02 1,702.51 5,980.80 2,953.69 0.62 -0.17 0.087 40.00 -37.70 -3.87 0.00 - 204.07 0.00 204.07 3,340.34 1.670.17 5.667.90 2,799.16 0.81 -0.20 0.084 44.02 -36.32 -3.78 0.00 - 188.52 0.00 188.52 3.285.84 1.642.92 5.417.91 2.675.70 0.98 -0.22 0.082 45.00 -35.82 -3.76 0.00 - 184.81 0.00 184.81 3.272.18 1,636.09 5,357.03 2.645.63 1.03 -0.22 0.081 49.65 -33.51 -3.64 0.00 - 167.33 0.00 167.33 2,484.80 1,242.40 4.007.58 1,979.19 1.26 -0.25 0.098 50.00 -33.40 -3.64 0.00 - 166.05 0.00 166.05 2,481.71 1.240.86 3,992.18 1,971.59 1.28 -0.25 0.098 55.00 -31.92 -3.53 0.00 - 147.83 0.00 147.83 2,435.98 1,217.99 3.773.28 1.863.48 1.55 -0.28 0.092 60.00 -30.49 -3.42 0.00 - 130.18 0.00 130.18 2.386.77 1.193.39 3.554.66 1.755.51 1.86 -0.31 0.087 65.00 -29.10 -3.30 0.00 - 113.10 0.00 113.10 2.334.08 1.167.04 3.336.92 1.647.98 2.19 -0.34 0.081 70.00 - 27.75 - 3.19 0.00 -AR.SR 0.00 96.5/1 2.277.A01.13R.A5 3.120.70 1.541.20 2.5R -0.39 0.075 75.00 -26.46 -3.08 0.00 -80.64 0.00 80.64 2.218.24 1.109.12 2.906.63 1.435.47 2.96 -0.39 0.068 80.00 -16.79 -2.04 0.00 -65.26 0.00 65.26 2,155.10 1,077.55 2,695.31 1,331.11 3.38 -0.41 0.057 85.00 -15.67 -1.92 0.00 -55.08 0.00 55.08 2,088.47 1,044.23 2,487.39 1,228.43 3.83 -0.44 0.052 85.75 -15.51 -1.91 0.00 -53.64 0.00 53.64 2.078.19 1,039.09 2,456.56 1.213.20 3.89 -0.44 0.052 89.94 -14.21 -1.81 0.00 -45.65 0.00 45.65 1,504.17 752.09 1,741.92 860.27 4.29 -0.46 0.063 90.00 -14.20 -1.81 0,00 -45.54 0.00 45.54 1,503.63 751.82 1,740.15 859.40 4.30 -0.46 0.062 95.00 -13.27 -1.70 0.00 -36.49 0.00 36.49 1.459.13 729.57 1.601.60 790.97 4.80 -0.49 0.055 100.00 -12.38 -1.59 0.00 -28.00 0.00 28.00 1,411.15 705.58 1.464.75 723.38 5.32 -0.51 0.047 105.00 -11.54 -1.49 0.00 -20.03 0.00 20.03 1,359.69 679.84 1.330.21 656.94 5.87 -0.53 0.039 110.00 -10.74 -1.39 0.00 -12.60 0.00 12.60 1,304.74 652.37 1.198.61 591.95 6.43 -0.55 0.030 115.00 -9.98 -1.29 0.00 -5.67 0.00 5.67 1.239.68 619.84 1,064.88 525.91 7.02 -0.56 0.019 117.00 -7.25 -0.93 0.00 -3.10 0.00 3.10 1,205.64 602.82 1,006.87 497.26 7.25 -0.56 0.012 120.00 -0.09 -0.01 0.00 -0.01 0.00 0.01 1.154.59 577.29 922.91 455.79 7.61 -0.56 0.000 120.73 0.00 -0.01 0.00 0.00 0.00 0.00 1.142.23 571.12 903.14 446.03 7.69 -0.56 0.000 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (In) 19.50 (in) 0.286806 (in/ft) Code: ANSI TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) U Copyright Semaan Engineering Solutions, Inc Y 418/2011 2:40:09 PM Page: 15 X Load Case: 1.2D + 1.0E Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 0.00 Dead Load with Seismic Seismic Load Factor : 1.00 Structure Frequency : 0.5750 Sds : 1.00 Sd1 : 0.52 SA : 0.30 20 Iterations Ss : 1.50 S1 : 0.52 Seismic Importance Factor : 1.00 Total Segment Forces (Factored) Seg Top Elev Wz (ft) Description (Ib) 0.00 0.00 5.00 1066.41 10.00 1036.95 15.00 1007.49 20.00 978.03 25.00 948.57 30.00 919.11 35.00 889.65 40.00 860.18 44.02 Bot - Section 2 669.86 45.00 297.23 49.65 Top - Section 1 1378.27 50.00 47.03 55.00 654.94 60.00 630.39 65.00 605.84 70.00 581.28 75.00 556.73 80.00 Apnertunance(s) 4074.38 85.00 507.63 85.75 Bot - Section 3 73.96 89.94 Top - Section 2 732.14 90.00 4.87 95.00 374.53 100.0 354.89 105.0 335.25 110.0 315.61 115.0 295.97 117.0 Appertunance(s1 2643.89 120.0 Aooertunance(sl 2553.44 120.7 38.49 Totals: 25,432.98 a b c Lateral Fs (Ib) R : 1.50 0.00 0.00 0.01 0.03 0.05 0.08 0.12 0.16 0.21 0.25 0.26 0.32 0.32 0.39 0.47 0.55 0.64 0.73 0.83 0.94 0.95 1.05 1.05 1.17 1.30 1.43 1.57 1.71 1.78 1.87 1.89 0.00 0.04 0.06 0.08 0.10 0.13 0.17 0.24 0.33 0.41 0.43 0.53 0.54 0.65 0.76 0.84 0.90 0.91 0.89 0.81 0.80 0.71 0.70 0.58 0.48 0.46 0.60 1.00 1.27 1.82 1.98 0.00 0.02 0.03 0.04 0.05 0.05 0.05 0.06 0.06 0.07 0.07 0.09 0.09 0.11 0.12 0.14 0.16 0.19 0.21 0.23 0.24 0.26 0.26 0.30 0.36 0.45 0.59 0.79 0.90 1.09 0.00 83.17 121.35 147.06 179.15 229.19 302.38 397.35 506.71 478.39 221.53 1227.72 42.40 683.31 730.13 748.62 736.76 694.85 4790.19 535.17 76.36 658.19 4.37 273.13 209.70 177.79 187.68 242.18 2529.38 3111.02 1.14 49.71 20,374.94 Selsimic Base Shear Is Greater Than 50% Of Wind Force - Analysis Required Total Wind : 15,888.4 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 • Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (In) 0.286806 (in/ft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semen Engineering Solutions, Inc Y 4/8/2011 2:40:09 PM Page: 16 X Load Case: 1.2D + 1.0E Gust Response Factor : 1.10 Dead Load Factor: 1.20 Wind Load Factor : 0.00 Dead Load with Seismic Sds : 1.00 Seismic Load Factor: 1.00 Sd1 : 0.52 Structure Frequency : 0.5750 SA : 0.30 20 Iterations Ss : 1.50 S1 : 0.52 Seismic Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft -kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (In) (deg) Ratio 0.00 -30.60 -20.40 0.00 - 1.698.79 0.00 1,698.79 3,760.23 1,880.11 8.175.14 4,037.39 0.00 0.00 0.429 5.00 -29.14 -20.37 0.00 - 1,596.77 0.00 1,596.77 3,719.93 1,859.97 7,865.59 3.884.52 0.06 -0.10 0.419 10.00 -27.71 -20.30 0.00 - 1,494.91 0.00 1,494.91 3,676.15 1,838.08 7,553.69 3.730.48 0.22 -0.21 0.408 15.00 -26.31 -20.20 0.00 - 1.393.42 0.00 1.393.42 3.628.89 1.814.45 7.240.07 3.575.60 0.50 -0.32 0.397 20.00 -24.95 -20.06 0.00 - 1.292.44 0.00 1,292.44 3.578.15 1,789.07 6,925.34 3,420.17 0.90 -0.43 0.385 25.00 -23.63 -19.86 0.00 - 1,192.16 0.00 1,192.16 3,523.92 1,761.96 6,610.14 3,264.50 1.41 -0.54 0.372 30.00 -22.34 -19.59 0.00 - 1.092.86 0.00 1.092.86 3,466.21 1,733.11 6,295.08 3,108.91 2.03 -0.65 0.358 35.00 -21.09 -19.22 0.00 - 994.90 0.00 994.90 3,405.02 1,702.51 5,980.80 2,953.69 2.78 -0.77 0.343 40.00 -19.89 -18.73 0.00 - 898.80 0.00 898.80 3,340.34 1,670.17 5,667.90 2,799.16 3.64 -0.88 0.327 44.02 -18.96 -18.26 0.00 - 823.54 0.00 823.54 3185.84 1.642.92 5.417.91 2.675.70 4.42 -0.97 0.314 45.00 -18.55 -18.05 0.00 - 805.61 0.00 805.61 3,272.18 1,636.09 5,357.03 2,645.63 4.62 -0.99 0.310 49.65 -16.77 -16.81 0.00 - 721.72 0.00 721.72 2,484.80 1,242.40 4,007.58 1,979.19 5.64 -1.10 0.372 50.00 -16.68 -16.78 0.00 - 715.80 0.00 715.80 2,481.71 1,240.86 3,992.18 1.971.59 5.72 -1.11 0.370 55.00 -15.73 -16.11 0.00 - 631.89 0.00 631.89 2,435.98 1.217.99 3.773.28 1.863.48 6.95 -1.23 0.346 60.00 -14.81 -15.40 0.00 - 551.32 0.00 551.32 2.386.77 1.193.39 3.554.66 1.755.51 8.31 -1.36 0.320 65.00 -13.92 -14.65 0.00 - 474.34 0.00 474.34 2.334.08 1.167.04 3.336.92 1.647.98 9.79 -1.48 0.294 70.(1(1 -13.(17 -17.92 n.nn - 401.07 n.nn 401.07 2.277.90 1.139.99 '3.120.70 1.541.20 11.411 -1.59 0.2RR 75.00 -12.25 -13.23 0.00 - 331.46 0.00 331.46 2.218.24 1.109.12 2,906.63 1,435.47 13.13 -1.70 0.237 80.00 -8.11 -8.32 0.00 - 265.33 0.00 265.33 2,155.10 1,077.55 2,695.31 1.331.11 14.98 -1.81 0.203 85.00 -7.45 -7.77 0.00 - 223.72 0.00 223.72 2,088.47 1,044.23 2,487.39 1,228.43 16.92 -1.90 0.186 85.75 -7.35 -7.70 0.00 - 217.90 0.00 217.90 2,078.19 1,039.09 2,456.56 1,213.20 17.22 -1.92 0.183 89.94 -6.44 -7.01 0.00 - 185.66 0.00 185.66 1,504.17 752.09 1,741.92 860.27 18.94 -2.00 0.220 90.00 -6.42 -7.01 0.00 - 185.22 0.00 185.22 1,503.63 751.82 1.740.15 859.40 18.96 -2.00 0.220 95.00 -5.91 -6.73 0.00 - 150.15 0.00 150.15 1.459.13 729.57 1.601.60 790.97 21.11 -2.10 0.194 100.00 -5.42 -6.52 0.00 - 116.47 0.00 116.47 1.411.15 705.58 1,464.75 723.38 23.37 -2.20 0.165 105.00 - 4.95 -6.33 0.00 -83.90 0.00 83.90 1,359.69 679.84 1,330.21 656.94 25.72 -2.29 0.131 110.00 -4.51 -6.13 0.00 -52.27 0.00 52.27 1,304.74 652.37 1,198.61 591.95 28.16 -2.36 0.092 115.00 4.10 -5.87 0.00 -21.64 0.00 21.64 1,239.68 619.84 1,064.88 525.91 30.66 -2.40 0.045 117.00 -3.01 -3.29 0.00 -9.91 0.00 9.91 1.205.64 602.82 1.006.87 497.26 31.67 -2.41 0.022 120.00 -0.04 -0.05 0.00 -0.04 0.00 0.04 1.154.59 577.29 922.91 455.79 33.19 -2.42 0.000 120.73 0.00 -0.05 0.00 0.00 0.00 0.00 1.142.23 571.12 903.14 446.03 33.55 -2.42 0.000 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (In) 19.50 (in) 0.286806 (in/ft) Code: ANSIITIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) z/ Copyright Semaan Engineering Solutions, Inc Y 4!8!2011 2:40:09 PM Page: 17 X Load Case: 0.9D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 Dead Load with Seismic (Reduced DL) Sds : 1.00 Sd1 : 0.52 SA : 0.30 Seismic Load Factor : 1.00 Structure Frequency : 0.5750 20 Iterations Ss : 1.50 S1 : 0.52 Seismic Importance Factor : 1.00 Total Segment Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 Bot - Section 2 45.00 49.65 To - Section 1 50.00 55.00 60.00 85.00 70.00 75.00 80.00 Appertunance(s) 85.00 85.75 Bot - Section 3 89.94 Top - Section 2 90.00 95.00 100.0 105.0 110.0 115.0 117.0 Appertunance(s) 120.0 Aooertunance(s1 120.7 (Factored) Wz (Ib) a b c (Ib) 0.00 0.00 0.00 0.00 0.00 1066.41 0.00 0.04 0.02 83.17 1036.95 0.01 0.06 0.03 121.35 1007.49 0.03 0.08 0.04 147.06 978.03 0.05 0.10 0.05 179.15 948.57 0.08 0.13 0.05 229.19 919.11 0.12 0.17 0.05 302.38 889.65 0.16 0.24 0.06 397.35 860.18 0.21 0.33 0.06 506.71 669.86 0.25 0.41 0.07 478.39 297.23 0.26 0.43 0.07 221.53 1378.27 0.32 0.53 0.09 1227.72 47.03 0.32 0.54 0.09 42.40 654.94 0.39 0.65 0.11 683.31 630.39 0.47 0.76 0.12 730.13 805.84 0.55 0.84 0.14 748.62 581.28 0.64 0.90 0.16 736.76 556.73 0.73 0.91 0.19 694.85 4074.38 0.83 0.89 0.21 4790.19 507.63 0.94 0.81 0.23 535.17 73.96 0.95 0.80 0.24 76.36 732.14 1.05 0.71 0.26 658.19 4.87 1.05 0.70 0.26 4.37 374.53 1.17 0.58 0.30 273.13 354.89 1.30 0.48 0.36 209.70 335.25 1.43 0.46 0.45 177.79 315.61 1.57 0.60 0.59 187.68 295.97 1.71 1.00 0.79 242.18 2643.89 1.78 1.27 0.90 2529.38 2553.44 1.87 1.82 1.09 3111.02 38.49 1.89 1.98 1.14 49.71 20,374.94 Lateral Fs Totals: 25,432.98 Seisimic Base Shear Is Greater Than 50% Of Wind Force - Analysis Required R: 1.50 Total Wind : 15,888.4 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSIITIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, fnc 4/8/2011 2:40:10 PM Page: 18 Load Case: o.9D + 1.0E Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 Dead Load with Seismic (Reduced DL) Sds : 1.00 Seismic Load Factor : 1.00 Sd1 : 0.52 Structure Frequency : 0.5750 SA : 0.30 20 Iterations Ss : 1.50 S1 : 0.52 Seismic Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -22.95 -20.40 0.00 - 1,690.94 0.00 1,690.94 3,760.23 1,880.11 8,175.14 4,037.39 0.00 0.00 0.425 5.00 -21.84 -20.35 0.00 - 1,588.97 0.00 1,588.97 3,719.93 1,859.97 7,865.59 3,884.52 0.06 -0.10 0.415 10.00 -20.76 -20.27 0.00 - 1.487.21 0.00 1,487.21 3.676.15 1,838.08 7,553.69 3,730.48 0.22 -0.21 0.404 15.00 -19.70 -20.15 0.00 - 1.385.88 0.00 1.385.88 3.628.89 1.814.45 7.240.07 3.575.60 0.50 -0.32 0.393 20.00 -18.67 -20.00 0.00 - 1.285.12 0.00 1.285.12 3,578.15 1,789.07 6,925.34 3,420.17 0.89 -0.43 0.381 25.00 -17.67 -19.80 0:00 - 1,185.11 0.00 1,185.11 3,523.92 1,761.96 6,610.14 3,264.50 1.40 -0.54 0.368 30.00 -16.70 -19.52 0.00 - 1.086.12 0.00 1,086.12 3,466.21 1,733.11 6,295.08 3,108.91 2.02 -0.65 0.354 35.00 -15.75 -19.14 0.00 - 988.52 0.00 988.52 3,405.02 1,702.51 5,980.80 2.953.69 2.76 -0.76 0.339 40.00 -14.84 -18.65 0.00 - 892.82 0.00 892.82 3,340.34 1,670.17 5,667.90 2,799.16 3.62 -0.87 0.324 44.02 -14.14 -18.17 0.00 - 817.89 0.00 817.89 3.285.84 1.642.92 5.417.91 2.675.70 4.40 -0.96 0.310 45.00 -13.84 -17.96 0.00 - 800.04 0.00 800.04 3,272.18 1,636.09 5,357.03 2.645.63 4.60 -0.99 0.307 49.65 -12.50 -16.72 0.00 - 716.55 0.00 716.55 2.484.80 1.242.40 4.007.58 1,979.19 5.61 -1.09 0.367 50.00 -12.43 -16.69 0.00 - 710.66 0.00 710.66 2,481.71 1,240.86 3,992.18 1,971.59 5.69 -1.10 0.366 55.00 -11.71 -16.02 0.00 - 627.20 0.00 627.20 2,435.98 1,217.99 3,773.28 1,863.48 6.91 -1.22 0.342 60.00 -11.01 -15.30 0.00 - 547.09 0.00 547.09 2.386.77 1.193.39 3,554.66 1.755.51 8.26 -1.35 0.316 65.00 -10.35 -14.56 0.00 -470.59 0.00 470.59 2.334.08 1.167.04 3.336.92 1.647.98 9.74 -1.47 0.290 70.1)0 .9.70 -13.82 An -347 an (1 on 397.81) 2.277.901.138.95 3.120.70 1.541.20 11.34 -1.5R 0.263 75.00 -9.09 -13.13 0.00 - 328.69 0.00 328.69 2,218.24 1,109.12 2.906.63 1,435.47 13.06 -1.69 0.233 80.00 -6.02 -8.25 0.00 - 263.05 0.00 263.05 2.155.10 1,077.55 2,695.31 1,331.11 14.88 -1.79 0.200 85.00 -5.53 -7.71 0.00 - 221.79 0.00 221.79 2,088.47 1,044.23 2,487.39 1,228.43 16.82 -1.89 0.183 85.75 -5.45 -7.63 0.00 - 216.02 0.00 216.02 2,078.19 1,039.09 2,456.56 1,213.20 17.11 -1.90 0.181 89.94 -4.77 -6.95 0.00 - 184.06 0.00 184.06 1,504.17 752.09 1,741.92 860.27 18.82 -1.98 0.217 90.00 -4.76 -6.95 0.00 - 183.62 0.00 183.62 1,503.63 751.82 1.740.15 859.40 18.85 -1.98 0.217 95.00 -4.37 -6.68 0.00 - 148.85 0.00 148.85 1.459.13 729.57 1.601.60 790.97 20.98 -2.09 0.191 100.00 -4.00 -6.46 0.00 - 115.47 0.00 115.47 1,411.15 705.58 1.464.75 723.38 23.22 -2.19 0.163 105.00 -3.66 -6.27 0.00 -83.18 0.00 83.18 1,359.69 679.84 1,330.21 656.94 25.56 -2.27 0.129 110.00 -3.33 -6.07 0.00 -51.82 0.00 51.82 1,304.74 652.37 1.198.61 591.95 27.98 -2.34 0.090 115.00 -3.02 -5.82 0.00 -21.45 0.00 21.45 1,239.68 619.84 1,064.88 525.91 30.46 -2.39 0.043 117.00 -2.22 -3.26 0.00 -9.81 0.00 9.81 1,205.64 602.82 1,006.87 497.26 31.46 -2.40 0.022 120.00 -0.03 -0.05 0:00 -0.04 0.00 0.04 1.154.59 577.29 922.91 455.79 32.97 -2.40 0,000 120.73 0.00 -0.05 0.00 0.00 0.00 0.00 1.142.23 571.12 903.14 446.03 33.33 -2.40 0.000 Pole : Location : Height : Shape : Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in/ft) Code: ANSIMA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 418/2011 2:40:10 PM Page: 19 Load Case: 1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.00 mph Serviceability 19 Iterations Wind Importance Factor : 1.00 Shaft Segment Forces Seg Top Elev (ft) Description 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 Bot - Section 2 45.00 49.65 Top - Section 1 50.00 55.00 60.00 65.00 70.00 75.00 80.00 Aooertunance(s) 85.00 85.75 Bot - Section 3 89.94 Top - Section 2 90.00 95.00 100.0 105.0 110.0 115.0 117.0 Apoertunance(s) 120.0 Aooertunance(s) 120.7 (Factored) az Kzt Kz (psf) Ice c zGh C Thick Tributary Aa (psf) (mph -ft) Cf tin) (ft) (sf) 1.00 0.70 6.129 6.742 229.53 1.000 0.00 1.00 0.70 6.129 6.742 223.32 1.000 0.00 1.00 0.70 6.129 6.742 217.11 1.000 0.00 1.00 0.70 6.129 6.742 210.90 1.000 0.00 1.00 0.70 6.129 6.742 204.69 1.000 0.00 1.00 0.70 6.129 6.742 198.48 1.000 0.00 1.00 0.70 6.134 6.747 192.35 1.000 0.00 1.00 0.73 6.410 7.051 190.28 1.000 0.00 1.00 0.76 6.659 7.325 187.47 1.000 0.00 1.00 0.78 6.844 7.528 184.78 1.000 0.00 1.00 0.78 6.887 7.576 184.07 1.000 0.00 1.00 0.80 7.083 7.792 180.47 1.000 0.00 1.00 0.81 7.098 7.807 183.09 1.000 0.00 1.00 0.83 7.294 8.023 178.82 1.000 0.00 1.00 0.85 7.477 8.225 174.20 1.000 0.00 1.01) 0.67 7.650 8.41 5 169.27 1.000 0.00 1.00 0.89 7.814 8.595 164.05 1.000 0.00 1.00 0.91 7.969 8.766 158.60 1.000 0.00 1.00 0.92 8.118 8.930 152.92 1.000 0.00 1.00 0.94 8.260 9.086 147.04 1.000 0.00 1.00 0.94 8.280 9.108 146.14 1.000 0.00 1.00 0.95 8.394 9.233 141.05 1.000 0.00 1.00 0.95 8.396 9.235 143.51 1.000 0.00 1.00 0.97 8.526 9.379 137.30 1.000 0.00 1.00 0.98 8.652 9.517 130.93 1.000 0.00 1.00 1.00 8.774 9.651 124.41 1.000 0.00 1.00 1.01 8.891 9.780 117.76 1.000 0.00 1.00 1.02 9.005 9.905 110.98 1.000 0.00 1.00 1.03 9.049 9.954 108.24 1.000 0.00 1.00 1.04 9.115 10.02 104.09 1.000 0.00 1.00 1.04 9.131 10.04 103.08 1.000 0.00 0.00 0.000 5.00 22.553 5.00 21.934 5.00 21.316 5.00 20.697 5.00 20.079 5.00 19.460 5.00 18.842 5.00 18.223 4.02 14.195 0.98 3.462 4.65 16.061 0.35 1.195 5.00 16.637 5.00 16.018 5.00 15.400 5.00 14.781 5.00 14.162 5.00 13.544 5.00 12.925 0.75 1.884 4.19 10,452 0.06 0.155 5.00 11.904 5.00 11.285 5.00 10.667 5.00 10.048 5.00 9.429 2.00 3.599 3.00 5.212 0.73 1.228 Totals: 362.18 Wind Dead Tot Dead CfAa Force X Load Ice Load (sf) (lb) (Ib) (Ib) 0.00 0.0 0.0 0.0 22.55 152.0 0.0 1,066.4 21.93 147.9 0.0 1.037.0 21.32 143.7 0.0 1.007.5 20.70 139.5 0.0 978.0 20.08 135.4 0.0 948.6 19.46 131.3 0.0 919.1 18.84 132.9 0.0 889.6 18.22 133.5 0.0 860.2 14.19 106.9 0.0 669.9 3.46 26.2 0.0 297.2 16.06 125.1 0.0 1,378.3 1.19 9.3 0.0 47.0 16.64 133.5 0.0 654.9 16.02 131.7 0.0 630.4 15.40 129.6 n.n 605.8 14.78 127.0 0.0 581.3 14.16 124.2 0.0 556.7 13.54 120.9 0.0 532.2 12.93 117.4 0.0 507.6 1.88 17.2 0.0 74.0 10.45 96.5 0.0 732.1 0.15 1.4 0.0 4.9 11.90 111.6 0.0 374.5 11.29 107.4 0.0 354.9 10.67 102.9 0.0 335.2 10.05 98.3 0.0 315.6 9.43 93.4 0.0 296.0 3.60 35.8 0.0 112.9 5.21 52.3 0.0 163.4 1.23 12.3 0.0 38.5 34,774.0 0.0 52,606.3 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (inlft) Code: ANSI/TIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 4/8/2011 2:40:10 PM Page: 20 X Load Case: 1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 60.00 mph Serviceability 19 Iterations Wind Importance Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Elev (ft) Description 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 80.00 117.0 117.0 117.0 117.0 120.0 120.0 120.0 Total Horiz Vert Wind Mom Mom Dead qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb -ft) (Ib -ft) (Ib) Lucent 9442 RRH AWS 3 8.118 8.930 0.38 0.75 2.82 0.000 0.000 25.21 0.00 0.00 129.00 Kathrein 800 10766 2 8.118 8.930 0.75 0.75 16.97 0.000 0.000 151.49 0.00 0.00 123.40 Ravcao DC6- 48- 60 -18- 1 8.118 8.930 0.75 0.75 1.10 0.000 0.000 9.84 0.00 0.00 31.80 Lucent 9442 RRH 700 3 8.118 8.930 0.38 0.75 2.80 0.000 0.000 25.01 0.00 0.00 153.00 Platform with Handra 1 8.118 8.930 1.00 1.00 42.40 0.000 0.000 378.61 0.00 0.00 2,000.00 Nokia CS72993.07 6 8.118 8.930 0.38 0.75 2.77 0.000 0.000 24.71 0.00 0.00 120.00 Powerwave LGP21401 6 8.118 8.930 0.38 0.75 2.90 0.000 0.000 25.92 0.00 0.00 84.60 Kathrein 860 10025 8 8.118 8.930 0.38 0.75 0.42 0.000 0.000 3.75 0.00 0.00 8.00 72" x 12" Panels 4 8.118 8.930 0.56 0.75 18.90 0.000 0.000 168.77 0.00 0.00 160.00 36" x 8" Panels • 3 8.118 8.930 0.56 0.75 4.72 0.000 0.000 42.19 0.00 0.00 90.00 Huawei DBS3900 RRU 3 9.049 9.954 0.60 0.80 4.63 0.000 0.000 46.05 0.00 0.00 141.00 Kathrein 840 10054 3 9.049 9.954 0.54 0.80 8.33 0.000 0.000 82.91 0.00 0.00 105.00 Andrew VHLP2 -23 2 9.049 9.954 0.80 0.80 7.50 0.000 0.000 74.70 0.00 0.00 62.00 Side Arms 1 9.049 9.954 1.00 1.00 8.50 0.000 0.000 84.61 0.00 0.00 560.00 Plaffnrm with Handra 1 9.115 10.025 1,00 1.00 42.40 0.000 0.000 425.11 0.00 0.00 2000.00 48" x 12" Panels 9 9.136 10.050 0.50 0.75 25.33 0.000 1.000 254.53 0.00 254.53 270.00 72" x 12" Panels 3 9.136 10.050 0.50 0.75 12.66 0.000 1.000 127.26 0.00 127.26 120.00 1,950.68 19,089.18 , Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (in /ft) Code: ANSI/TIA -222 Rev G Struct Class : 11 Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semen Engineering Solutions, Inc Y 4/8/2011 2:40:10 PM Page: 21 z/ X Load Case: 1.0D + 1.0W 60.00 mph Serviceability Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor: 1.00 19 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Seg Elev (ft) Lateral FX ( -) (Ib) Axial Torsion Moment FY () MY MZ (Ib) (Ib ft) (Ib -ft) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.00 40.00 44.02 45.00 49.65 50.00 55.00 60.00 85.00 70.00 75.00 80.00 85.00 85.75 89.94 90.00 95.00 100.0 105.0 110.0 115.0 117.0 120.0 120.7 0.00 152.04 147.87 143.70 139.53 135.36 131.30 132.85 133.49 106.86 26.23 125.14 9.33 133.48 131.75 120.59 127.05 124.15 976.45 117.43 17.16 96.50 1.43 111.64 107.40 102.94 98.27 93.40 324.08 859.17 0.00 1.189.90 1.160.44 1,130.98 1,101.52 1,072.05 1,042.59 1.013.13 983.67 769.09 321.49 1,493.07 55.73 778.42 753.87 729.32 704.77 680.22 3.555.47 559.68 81.76 775.73 5.53 426.57 406.93 387.29 367.65 348.01 1.001.70 2,582.95 12.33 38.49 Totals: 45,697.82 79,105.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.nn 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 381.79 0.00 0.00 381.79 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (In) 0.286806 (in /ft) Code: ANSIITIA -222 Rev G Struct Class : II Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, inc 4812011 2:40:10 PM Page: 22 X Load Case: 1.0D + 1.0W Gust Response Factor : 1.10 Dead Load Factor: 1.00 Wind Load Factor: 1.00 60.00 mph Serviceability 19 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft -kips) (ft-kips) (in) (deg) Ratio 0.00 -25.52 -4.95 0.00 - 379.59 0.00 379.59 3.760.23 1.880.11 8,175.14 4.037.39 0.00 0.00 0.101 5.00 -24.33 -4.81 0.00 - 354.83 0.00 354.83 3,719.93 1,859.97 7,865.59 3,884.52 0.01 -0.02 0.098 10.00 -23.16 -4.67 0.00 - 330.78 0.00 330.78 3,676.15 1,838.08 7.553.69 3,730.48 0.05 -0.05 0.095 15.00 -22.03 -4.54 0.00 - 307.42 0.00 307.42 3.628.89 1.814.45 7.240.07 3.575.60 0.11 -0.07 0.092 20.00 -20.93 -4.40 0.00 - 284.74 0.00 284.74 3.578.15 1.789.07 6.925.34 3,420.17 0.20 -0.09 0.089 25.00 -19.85 -4.27 0.00 - 262.73 0.00 262.73 3,523.92 1,761.96 6.610.14 3,264.50 0.31 -0.12 0.086 30.00 -18.81 -4.15 0.00 - 241.35 0.00 241.35 3,466.21 1,733.11 6.295.08 3,108.91 0.45 -0.14 0.083 35.00 -17.79 -4.02 0.00 - 220.61 0.00 220.61 3,405.02 1.702.51 5.980.80 2,953.69 0.62 -0.17 0.080 40.00 -16.81 -3.89 0.00 - 200.50 0.00 200.50 3.340.34 1,670.17 5.667.90 2.799.16 0.81 -0.19 0.077 44.02 -16.04 -3.79 0.00 - 184.87 0.00 184.87 3.285.84 1.642.92 5.417.91 2.675.70 0.98 -0.21 0.074 45.00 -15.72 -3.76 0.00 - 181.15 0.00 181.15 3,272.18 1,636.09 5,357.03 2,645.63 1.02 -0.22 0.073 49.65 -14.22 -3.63 0.00 - 163.67 0.00 163.67 2,484.80 1,242.40 4,007.58 1,979.19 1.25 -0.24 0.088 50.00 -14.17 -3.63 0.00 - 162.39 0.00 162.39 2,481.71 1,240.86 3,992.18 1.971.59 1.27 -0.25 0.088 55.00 -13.39 -3.50 0.00 - 144.25 0.00 144.25 2.435.98 1.217.99 3.773.28 1,863.48 1.54 -0.27 0.083 60.00 -12.63 -3.37 0.00 - 126.76 0.00 126.76 2.386.77 1.193.39 3.554.66 1.755.51 1.84 -0.30 0.078 65.00 - 11.90 -3.24 0.00 - 109.92 0.00 109.92 2.334.08 1.167.04 3.336.92 1.647.98 2.18 -0.33 0.072 70.nn -11.2n -3.11 0.111) .93.71 0.nn 93.71 2.277.911 1.139.95 3.120.7n 1.541.211 2.54 -11.25 n_ARR 75.00 -10.52 -2.99 0.00 -78.14 0.00 78.14 2,218.24 1,109.12 2,906.63 1,435.47 2.93 -0.38 0.059 80.00 -6.97 -1.99 0.00 -63.19 0.00 63.19 2,155.10 1,077.55 2,695.31 1,331.11 3.34 -0.41 0.051 85.00 -6.41 -1.87 0.00 -53.23 0.00 53.23 2,088.47 1,044.23 2,487.39 1,228.43 3.78 -0.43 0.046 85.75 -6.33 -1.86 0.00 -51.83 0.00 51.83 2,078.19 1.039.09 2.456.56 1.213.20 3.85 -0.43 0.046 89.94 -5.55 -1.75 0.00 -44.05 0.00 44.05 1,504.17 752.09 1.741.92 860.27 4.24 -0.45 0.055 90.00 -5.55 -1.75 0.00 -43.94 0.00 43.94 1,503.63 751.82 1,740.15 859.40 4.24 -0.45 0.055 95.00 -5.12 -1.64 0.00 -35.17 0.00 35.17 1.459.13 729.57 1.601.60 790.97 4.73 -0.48 0.048 100.00 -4.71 -1.53 0.00 -26.97 0.00 26.97 1,411.15 705.58 1,464.75 723.38 5.25 -0.50 0.041 105.00 -4.33 -1.43 0.00 -19.31 0.00 19.31 1,359.69 679.84 1.330.21 656.94 5.78 -0.52 0.033 110.00 -3.96 -1.33 0.00 -12.17 0.00 12.17 1.304.74 652.37 1.198.61 591.95 6.34 -0.54 0.024 115.00 -3.61 -1.23 0.00 -5.54 0.00 5.54 1,239.68 619.84 1.064.88 525.91 6.91 -0.55 0.013 117.00 -2.61 -0.90 0.00 -3.08 0.00 3.08 1,205.64 602.82 1,006.87 497.26 7.14 -0.55 0.008 120.00 -0.04 -0.01 0.00 -0.01 0.00 0.01 1.154.59 577.29 922.91 455.79 7.48 -0.55 0.000 120.73 0.00 -0.01 0.00 0.00 0.00 0.00 1.142.23 571.12 903.14 446.03 7.57 -0.55 0.000 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 ' Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (In) 0.286806 (in/ft) Code: ANSNTIA -222 Rev G Struct Class : 11 Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Seaman Engineering Solutions, Inc 4/812011 2:40:10 PM Page: 23 X Analysis Summary Load Case 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi 1.2D + 1.0E 0.9D + 1.0E 1.0D + 1.0W Reactions Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ (kips) (kips) (kips) (ft-kips) (ft-kips) (ft -kips) 15.91 0.00 30.61 0.00 0.00 1222.73 15.90 0.00 22.98 0.00 0.00 1217.06 4.75 0.00 52.88 0.00 0.00 378.51 20.40 0.00 30.60 0.00 0.00 1698.79 20.40 0.00 22.98 0.00 0.00 1690.94 4.95 0.00 25.52 0.00 0.00 379.59 Max Usaae Elev Interaction (ft) Ratio 0.00 0.31 0.00 0.31 0.00 0.11 0.00 0.43 0.00 0.43 0.00 0.10 Pole : Location : Height : Shape: Base Dia : Top Dia : Taper: 310595 Elmo - Spaa, WA 120.7 (ft) 12 Sides 53.00 (in) 19.50 (in) 0.286806 (inlft) Code: ANSUTIA -222 Rev G Struct Class : 1I Exposure Category : B Topographic Category : 1 Base Elev : 0.000 (ft) Copyright Semaan Engineering Solutions, Inc Y 4/8/2011 2 :40:10 PM Page: 24 X Base Summary Reactions Original Design Moment Axial Shear (kip -ft) (kip) (kip) Moment (kip -ft) Analysis Axial Shear Moment (kip) (kip) Design % 2,995.70 24.40 34.10 1,698.79 Base Plate Yield Thick Width (ksi) (In) (In) 60.0 2.000 68.000 Anchor Bolts Style 52.88 20.40 56.71 Poly Clip Len Effective Mu Phi Mn Sides (In) Len (in) (kip -In) (kip -in) Bolt Num Circle Bolts Bolt Type 62.00 16 2.25" 18J Round Bolt Dia (in) 0 0.00 10.651 253.95 575.15 Yield (ksl) 2.25 75.00 Ultimate (ksl) 100.00 Ratio 0.44 Start — Compression — Cluster Angle Force Allow Arrange Dist (in) (deg) (kip) (kip) Ratio Radial 0.00 0.0 85.50 260.00 0.34 Tension Force Allow (kip) (kip) Ratio 78.89 260.00 0.31 © ,7.-r cam. (3 4151 •x7. .DST or .)20010 01r- 7....nom meow 04011014 DIV • { RAMO (211.. • 4 24011 Gs 4106iP• EWM •4 Ma .06111 4me•d1 056445'/1 O® -R- _04 •1211.12* MATERIAL REQ'D. PER ASSEMBLY a 64V. 114 Olt 0623 WC. N4 OESa2P101. it • 266412 1 1 65022634 SHAFT A55Y. (Tae sscna2) 471 . 5000.20 1 © 05C22135 044/7 A550. (14001£ 1901120) • 11164.14 1 2 • 16.64 2 05622631 914/7 95012. (607700 5002101) 368)6 ir7, na •4 RA60.00 AS FOAM 2 /r. 0002 1104. Rai 76134 3/8•. C 1• LOR0 CAKES. Serra cant 1.69 6 W. 0404 16 SECTION '8 -8' e 14A•717 AR010 140 arm 141.70 16 108 03 1 •.. 511.140749 60. PIPE CAP 0696 i. .V 111 r dw l� Ra MOOS1V K } k DO 7.1 orrn900210.010 7. 0.1 LE o 061170 530-0` SAFETY 61(40 qT 7.•r OBI s • r 0 0000 ( 10143 3 112'0 CABLE PORT DETAIL HANDHOLE DETAIL ar,.. , m No) Wli a//tA /A.'O)4 1(110. 041, 717.0660 471000102 ONO 15514 15464 040 42010 601070 CUTS HARASS 11- 45057X TOP SETTDIC TRIPLO6 6- 67.000.6E DOT. 2071192 ROUTE 1657.45 3132 66.10 730 97.56 41.50 46101 34.44 20 4223210 KE1UYS NOOK L551' 100034A 10 -0• A11PS TYPE PUIPoRY 670006 1 V,01RLR022 24204 K10(18 1 MOOSE BOSS 640 KIT 310164 20-CY IIC103040 R00 nT 0411 r� 4446110.418208 .7.r K10007 'srmam 000000 215326 TACI W1CaW0 17.4.0 0194611.59 todur1611101 TAG TOTAL, CALV. SIR. k ACCES. WT. 23,157.2 TOTAL ANCHOR 80LT & TEMPLATE W . .5578_48/ 49LLi03 vIss MU a 215/0.0 Val kat au. 10144,044 t 0 a10K4'220Rm11010.044 CP. 0KLart .) 00.611. 0011 A®000 4Y M Al KID Da 7 FOOK MOM a1 16 .112 NAM St MILLI 1� IWd44.arm�ftl� mMu 0 006100. a14 1ac..x.•••0114.1 •Mvell 00010 1yosaMC 0• 44 O4 LOOM al 01.01R4 IMO= O.44 40 IsOzAna mows .uns 00104 O 0.0 sr Kb 424010 126 1 Y 40141 100�•00 2 01./1'..00 •.tgolos 0.W,Y •001(611.1 0 10 10 14400 11067.• 4..004 6 Ants Amu a 01 or cam= NK• 10•61400% • COAMa0,60.0.0-.090•POM1PrM1 Y/Y YY 22210001• • 0011040 aE 710 • \.a 006 0E5104 50102 REIN. RING DETAIL 0 9' x 24' ACCESS PORT SECTION 'C-C" 9' x 24' ACCESS OPENING COVER PL OETAIL .24 MC• 604(1•10 ca 9201 `a0 06141 Cu0>s/1»224 i 7.4 /( 042: TAO 22000 w0 IC .40010 .00M.1404 6 10.6260249 0w�.41 omw7.241511 REC ION VIEW 333.3s, 6 9 34310C t. a 0- 4(4020 O SCALE NG•a< 40 .004 00•4. 0S set 1005 700.10 ,•41.20.4 10 7A M;7. �g ^x ".`7..11 e i 141- wq • hN.M'•Nw TA '115i(4N121).4Y w1 NELWUS (45OK DEW, SECTION •0 -O' s a .a4 4/7. 47.01 17SffiLrdlmII ' LOA M.o..=Mk1 WALL UR A1(40 10004 0 R 7001 .0 0 04420 Mb 14 41040 IOW 01 a (000.4 v ,, r�i 4020( 6x00 autos 6t- .'ry..w.; 1: •7.44 ROM el •••• ••• 427.2 0. RIR aYam 1122 102 11 -100101 10004 USE 01 - 06[01190!5 412 TO Wu 4062 000 MD 731 0 01.. 100 aY 1/3. 1c MS Ooat 4 0240044 uC W 107 0E 24*0. • 4• fll •• 0204 14 Md • 10440 a DO410 044400 R.-W...4 O 002200000101 00Emas 0200. 111 611.10 mab Slla (Y 77. 14911 rx AA. 04 C m41a61r Mb 500�NO*. W44•0 414(6 • c. 1KEW *140 A7143.62l3 060241 Oo6,u•0s.0 N ELMO /SPAA. WA0233 .SITE. TUKWILA, WA. • ocoo7N0 001600 SITE 1W1E • 10190.•4.. Y... 00000 Dar •07.• 00E000 • (00) 410-00 00 C041PU100 DETAILING 141040 KAS 05 ADDEO 1204 PO 5914 66 S/V17 66 125' -0' MONOPOLE NExTEL /wA m'7. - 0550273 ENGINEERED ENDEAVOR8 INCORPORATED Customer Structure NEXTEL /WA BY L. PADGETT 2/25/98 Dote 125' MONOPOLE Checked 2632 Job /Quote No. SITE LOCATION - TUKWILA, WA. REVISION 2 SITE NAME - ELMO /SPAA, WA0233 i25 ANTENNA LOADING: (4) DB 810 OMNI ANTENNAS .W. gre %I (12) DB 874 DIRECT. ANTENNAS II (1) 42" YAGI ANTENNAS STD. AMPS PLATFORM W /T- MOUNTS "re rift. (9) PANEL ANTENNAS STD. AMPS PLATFORM @ 110' (FUTURE) »o• (9) PANEL ANTENNAS -; :- STD. AMPS PLATFORM 4 95' (FUTURE) f (2) 8'0 HP MW (6Ghz) 0 80' (FUTURE) 95' 80' DESIGN NOTES: DESIGNED IN ACCORDANCE WITH EIA 222 E &F 90 MPH BASIC WIND SPEED 1/2" RADIAL ICE CASE I - OPERATIONAL LOADING 50 MPH WIND SPEED ALLOW. ROTATION - 1.50' CAD TOP'., ALLOW. ROTATION - 1.23' ® 80' CASE II - DESIGN LOADING 90 MPH BASIC WIND SPEED CASE III - DESIGN LOADING WITH 1 NOTE. IT IS THE RESPONSIBILITY 75% OF 90 MPH WIND WITH 1/2" OF THE PURCHASER TO 4ERIFY THAT THE WO LOADS AND DESIGN CRITERIA SPECIFIED MEET THE REQUIREMENTS OF ALL LOCAL BUILDING CODES ENGINEERED ENDEAVORS, INC. 7610 Jenther Drive * Mentor, Ohio 44060 Telephone: (440) 918 -1101 * Telefax: (440) 918 -1108 0 • -6.0 SILTY SAND -17.0 AF TEMPLATE 113 SANDSTONE -29.0 (16) 2 1/4'0 s 9' -6' ANCHOR BOLT ORIENTATION RECULRED 62.00'0 8011 CIRCLE - garf .dl-- n ANCHOR BOLT PROJECTION O O FOUNDATION LOADING MOMENT, kip -ft 2995.7 SHEAR, kips 34.1 AXIAL. kips 24.4 MATERIAL LIST ITEM QTY. LENGTH DESCRIPTION O7 16 ....... _ 9' -6' -2 1 /4'o ANC. BOLTS A615 -GR.75 O2 16 29' -6' 111 (ASTM A615- SR.60) OS 31 21' -3' 15 (ASTM A615- GR,60) CCNCRETE (cob.yd.) 43.0 4goo Psi STEEL (bs) 3600.0 ASTM A615 -C1.60 GENERAL NOTES: 1. FOUNDATION DESIGN IS BASED ON THE SOIL REPORT PROVIDED BY ACRA EARTH & ENVIRONMENTAL. INC. ON FEBRUARY 6, 1998. PROJECT No. 8- 91M- 12061 -0 2. GEOTECHNICAL AND CONSTRUCTION INSPECTION IS REQUIRED. SOIL REPORT SHOULD BE CONSULTED PRIOR TO CONSTRUCTION.' 3. PIER EMBEDMENT IS SHOWN FROM THE GROUND ELEVATION AT THE TIME OF SOIL INVESTIGATION. STEEL CASING WILL BE REQUIRED 10 PREVENT SOIL CAVING AND GROUNDWATER SEEPAGE. 4. REINFORCING STEEL SHALL CONFORM TO ASTM A615 -87 WITH A MINIMUM YIELD STRESS OF 60 KSI. REBAR CAGE SHALL BE ASSEMBLED USING STEEL WIRE. WELDING OF VERTICAL AND CROSSING BARS IS NOT PERMITTED. SPUCES SHALL BE MADE IN ACCORDANCE WITH ACI 318 -95 Ch. 12. MINIMUM LENGTH OF VERTICAL SPLICES - 6 ft. 5. CONCRETE MIX QUALITY AND CONSTRUCTION PROCEDURE SHALL BE IN COMPLIANCE WITH AC1 318 -95. 6. CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 4000 PSI AT 28 DAYS. 7. REFER TO EEI OWC. GS50273 FOR ANCHOR BOLTS. TEMPLATES AND BASE PLATE DETAILS AND REQUIREMENTS. FOUNDATION INSTALLER MUST VERIFY ANCHOR BOLT LENGTH. QUANTITY, AND PATTERN PRIOR TO CONCRETE PLACEMENT. 8. ANCHOR BOLT ORIENTATION REQUIRED PRIOR TO CONCRETE PLACEMENT. 9. GROUNDING BY OTHERS. 10. FOUNDATION IS DESIGNED IN ACCORDANCE WITH ACI 318 -95 AND TLj A -222F. OtS I 0��Oi v5 41 r y: Fir A - A (TEMPLATE NOT SHOWN) 8 - 8 TTUOKO.W 7610 Jenther drive l lmuwa Mentor, Ohio 44060 (440)918 -1101 NEXTEL 125 ft MONOPOLE ELMO /SPAA, WA0233 TUKWILA, WA. aw. ST OR n DUI mow .a i.r. Fs. F. 3/2/0 2632 F2632 -125 ERMIT COORD COPP PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -095 PROJECT NAME: AT &T MOBILITY (SC78) SITE ADDRESS: 11030 EAST MARGINAL WY S DATE: 03/30/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: WC) k-3 - -(�- s- Ntn 042p11. ull 1 g �IVI Ion ® revers Ion Ir Pdblic WoYk Structural n Planning A Division Permit Coordinator n DETERMINATION OF COMPLETE7�ESS: (Tues., Thurs.) � ' "1 tt Complete DUE DATE: 04/03/12 Incomplete n Not Applicable ❑ Comments: v ' 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 t Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05/01/12 Approved n Approved with Conditions ixs Not Approved (attach comments) n 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 02/29/12 Contractors or Tradespeople Pryier Friendly Page • General /Specialty Contractor A business registered as a construction contractor with LEI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ROSH CONSTRUCTION LLC UBI No. 602329626 Phone 5035694183 Status Active Address Po Box 7227 License No. ROSHCCL97109 Suite /Apt. License Type Construction Contractor City Bonney Lake Effective Date 9/29/2003 State WA Expiration Date 3/10/2013 Zip 98391 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date LAUGHLIN, RON Partner /Member 09/29/2003 Bond Amount TURNRIDGE, JOSHUA Partner /Member 09/29/2003 100171816 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 American Contractors Indem CO 100171816 08/04/2011 Until Cancelled $12,000.0008/04 /2011 3 AM STATES INS 6592990 08/01/2008 Until Cancelled 08/01/2011 $12,000.0008/08 /2008 2 WESTERN SURETY CO 70227892 01/10/2007 Until Cancelled 07/18/2008 $12,000.0002/06 /2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Colony Ins Co GL952501 06/10/2011 06/10/2013 $1,000,000.0005 /04/2012 6 First Mercury Ins Co FMWA001496 06/10/2010 06/10/2012 $1,000,000.0004 /27/2011 5 OOHIO CAS INS BK054108676 06/10/2009 06/10/2011 $1,000,000.0005 /10/2010 4 SCOTTSDALE INS CO CLS1502774 06/10/2008 06/10/2009 $1,000,000.00 07/09/2008 3 SCOTTSDALE INS CO CLS1376643 06/10/2007 06/10/2008 $1,000,000.0007 /12/2007 2 SCOTTSDALE CLS0807135 06/10/2006 06/10/2007 $1,000,000.00 01/24/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 05/31/2012 at&t Your world. Delivered. HWY 99 & HWY 599 SC78/310595 PROJECT INFORMATION PROJECT DESCRIPTION: AT &T MOBILITY PROPOSES TO MODIFY AN EXISTING TELECOMMUNICATIONS FACILITY BY ADDING (3) NEW LTE ANTENNAS (1) PER SECTOR, (6) RRH'S, (1) SQUID MOUNTED TO AN EXISTING 121' -0" AGL MONOPOLE AND (1) GPS ANTENNA MOUNTED TO AN EXISTING ICE BRIDGE ALONG WITH THE ADDITION OF NEW LTE EQUIPMENT BACKPACK MOUNTED TO AN EXISTING ARGUS EQUIPMENT CABINET ON AN EXISTING AT &T CONCRETE SLAB INSIDE AN EXISTING FENCED COMPOUND. APPLICANT: AT &T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: MIC /H BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: II —B OCCUPANCY: S -2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOM FACILITY PROPOSED USE: UNMANNED TELECOM FACILITY SITE LOCATION: (BASED ON NAD 83): LATITUDE: 47° 30' 8.8" N LONGITUDE: 122° 17' 6.7" W TOP OF STRUCTURE AGL: 121' -0" BASE OF STRUCTURE AMSL: 17' -0" PARCEL NUMBER(S): 0323049057 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: SEATTLE POLICE ATHLETIC ASSOC. 11030 E MARGINAL WAYS TUKWILA, WA 98168 TOWER OWNER: AMERICAN TOWERS, INC. A DELAWARE CORPORATION 10 PRESIDENTIAL WAY WOBURN, MA 01801 TEAM LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342 -6386 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 342 -6390 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 RF ENGINEER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WAS 98040 MICHELLE BRAASCH PROJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: ROBERT LEIGHTON PH: (206) 464 -4402 EMAIL: RLEIGHTON©PTSWA.COM PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909 -9454 PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819 -4727 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 VICINITY MAP DRIVING DIRECTIONS NO. START FROM PORTLAND INTERNATIONAL AIRPORT,OR: DEPART FROM PORTLAND INTERNATIONAL AIRPORT, OR BEAR RIGHT ONTO NE AIRPORT WAY TAKE RAMP RIGHT FOR 1 -205 SOUTH / VETERANS MEMORIAL HWY TOWARD SALEM / PORTLAND AT EXIT 21 B, TAKE RAMP RIGHT FOR 1 -84 WEST / US -30 WEST / BANFIELD EXPY TOWARD PORTLAND TAKE RAMP LEFT FOR 1 -5 SOUTH TOWARD SALEM / BEAVERTON TAKE RAMP LEFT FOR 1 -405 NORTH / STADIUM FWY TOWARD BEAVERTON / CITY CENTER AT EXIT 1 D, TAKE RAMP RIGHT FOR US -26 WEST / SUNSET HWY TOWARD BEAVERTON AT EXIT 71A, TAKE RAMP RIGHT FOR CANYON RD. / SR -8 TOWARD WEST SLOPE KEEP STRAIGHT ONTO SR -8 / SW CANYON RD ARRIVE AT 9215 SW CANYON RD, PORTLAND, OR 97225 ON THE RIGHT. 0.2 MI 2.2 MI 3.1 MI 5.5 MI 1.5 MI 1.0 MI 3.0 MI 0.6 MI 1.6 MI APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE 02/23/11 RF ENGINEER: AM 1 LANDLORD: REVISED FOR FINAL CONSTRUCTION NL RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ' ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED SEPARATE PERMIT REQUIRED FOR: ❑��� �hanicai C�J'€Iectricai ❑ Plumbing ❑ as Piping City of Tukwila BUILDING DIVISION PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. REVISED FINAL CONSTRUCTION DRAWINGS DRAWING INDEX SHEET DESCRIPTION T -1 TITLE SHEET G -1 GENERAL NOTES G -2 GENERAL NOTES & SYMBOLS A -1 SITE PLAN A -2 EXISTING ENLARGED COMPOUND PLAN A -3 PROPOSED ENLARGED COMPOUND PLAN A -4 EXISTING & PROPOSED SOUTH ELEVATION A -5 CONSTRUCTION DETAILS RF -1 ANTENNA CONFIGURATIONS RF -2 RF & EQUIPMENT DETAILS E -1 SCHEMATIC GROUNDING PLAN E -2 GROUNDING DETAILS PLANNING APPROVED No changeffcan be made. to these plans without approval from the Planning Division of DCD Approved Br Date, 0 3/2 6/12 REVISIONS No changes shall be dam a to the scope of work without prior approval of Tukwila Building Division. NOM: Revisions will require a new plan submittal and may include additional plan review fees. LEGAL DESCRIPTION POR OF SW 1/4 BEG NXN ELY LN OF OLD SEATTLE — TACOMA INTERURBAN RW R/W & N LN CEDAR RIVER PL R/W TH TH NWLY ALG SD ST I RW R/W 551.183 FT TO EXIST CONCRETE WALL TH N 68 -48 -07 E ALG S LN OF SD WALL& SAME PROD 350.005 FT TH S 20 -53 -36.5 E 215.144 FT TH ON CURVE TO RT RAD 3264.93 FT 482.1 FT TO N LN SD PL R/W TH N 87 -41 -10 W ALG SD N LN 363.48 FT TO BEG LESS TRANS LN R/W FILE COPY Persnfi No. pf^n review approval is subject to errors and omissions. t, .'n of construction documents does not authorize of e.ny adopted code or ordinance. Receipt c Loproved Field Copy and conditions is acknowledged: Date: 5 /?)(/ l �- City Of Tiukwila BUILDING DIVISION ABBREVIATIONS A/C AGL APPROX AIR CONDITIONING ABOVE GROUND LEVEL APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CLR CONC CONST CONT DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT GA GALV GC GRND GYP BD CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAIL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLOUR ESCENT FLOOR FOOT GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HR HT HVAC N NFO NSUL NT BC LBS MAX MECH MTL MFR MGR MIN MISC RO NA NIC NTS OC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING NSIDE DIAMETER NCH N FO RMATI ON NSULATION NTERIOR NTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STU D SUSPENDED THROUGH TINNED TYPICAL REVIEWED FOR } ` DE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ W/0 WP WITH WITHOUT WATER PROOF ��CCiV - cITY I� OF TUKVVILA MAR' 3 0 2012 PERMIT CENTER Dt2:o&\5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. I alowtm040RisrPROW PACIFIC TELECOM SERVICES, LLC REGISTERED � HITECT ,f4_,00.01, RICHA • STATE OF 00 N EXPIRATION DATE OF THE LICENSE: 08120113 c) T SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T -1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 5. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE -24 ENERGY CONSERVATION REQUIREMENTS. (TITLE -24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND /OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR /SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1- 800 - 424 -5555. 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND /OR IMPROPER MATERIALS, DAMAGED GOODS, AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. THE ARCHITECT /ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND /OR SPECIFICATIONS. 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS ( #40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS REVIEWED FOR ;1-,CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION Q ia- -o q s RECEiv CITY OF TU ` LA MAR' 3 0 201 PERMIT CENTER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 88 REGISTERED RCHITECT RICHARD = . HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 c) c) ir) c) c) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) 2. DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA 98168 - ROOF SNOW LOAD - BASIC WIND SPEED - WIND EXPOSURE - SEISMIC ZONE N/A (NOT A ROOFTOP SOLUTION) 85 MPH (100 MPH 3 SECOND GUSTS) C D CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION A' SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS 28 DAY STRENGTHS W/C RATIO (f'c) 2,400 PSI < .45 4,000 PSI < .45 C. CONCRETE WALLS 4,000 PSI < .45 CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. MINIMUM CEMENT CONTENT PER CUBIC YARD 5 Y2 SACKS 6 Y2 SACKS 6 Y2 SACKS 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy= 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy= 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy= 60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE - FORMED SURFACES EXPOSED ( #6 BARS OR LARGER) 2 TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 1/2" - SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3/4" 13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM A36, Fy 36 KSI ASTM A572, Fy 50 KSI ASTM A53, Fy 35 KSI ASTM A500, Fy 46 KSI ASTM A307 ASTM A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M -00. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER /POLE NOTES: 1. VERIFICATION THAT THE EXISTING TOWER /POLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM l" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBLICATION REFERENCED OSHA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2400 PSI (5Y2 SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD SYIVBOLS: (-x) GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE • x I SECTION REFERENCE CENTERLINE PROPERTY /LEASE LINE MATCH LINE - - -- WORK POINT GROUND CONDUCTOR T -- ----- -.... TELEPHONE CONDUIT O, /H ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS 22] GROUT OR PLASTER (E) BRICK (E) MASONRY CONCRETE a- a..- A= al EARTH c; o O c> . al GRAVEL PliffiSVAIVAIIIVASIVAND PLYWOOD SAND = WOOD CONTINUOUS [__1._. WOOD BLOCKING I67ll:zt./:. - : <lflZA STEEL (N ) (b) • ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN. CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION REVIEWED FOR 4DE COMPLIANCE APPROVED MAY 2 2 2012 Clty of Tukwila BUILDING DIVISION ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET #__) ❑ OTHER RECEIvku CITY OF TUKWILA 511-'°' '3Q2012 � d PERMMARITCENTER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXPIRATION DATE OF THE LICENSE: 08120/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G -2 rtA J1 EXISTING ASPHALT DRIVEWAY AND PARKING \ \ \ \ PROPERTY LINE AT &T MOBILITY PROPOSES TO MODIFY AN EXISTING TELECOMMUNICATIONS FACILITY BY ADDING (3) NEW LTE ANTENNAS (1) PER SECTOR, (6) RRH'S, (1) SQUID MOUNTED TO AN EXISTING121' -0 "AGL MONOPOLE AND (1) GPS ANTENNA MOUNTED TO AN EXISTING ICE BRIDGE ALONG WITH THE ADDITION OF NEW LTE EQUIPMENT BACKPACK MOUNTED TO AN EXISTING ARGUS EQUIPMENT CABINET ON AN EXISTING AT &T CONCRETE SLAB INSIDE AN EXISTING FENCED COMPOUND. North to be determined by site survey (if possible). LEGEND OHP UGP UGP OHP UG•i OHT OHT UGT w w w SS SD SS SD SUBJECT BOUNDARY LINE — RIGHT -OF -WAY CENTERLINE RIGHT -OF -WAY LINE - ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE UGP BURIED POWER LINE BURIED GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN DITCH LINE /FLOW LINE — x — x —x —x — A P m TRANSFORMER LIGHT STANDARD POWER VAULT UTILITY BOX UTILITY POLE POLE GUY WIRE GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER ROCK RETAINING WALL VEGETATION LINE x — CHAIN LINK FENCE WOOD FENCE BARBED WIRE /WIRE FENCE -9- FIRE HYDRANT VI GATE VALVE ® WATER METER FIRE STAND PIPE ❑ CATCH BASIN, TYPE I © CATCH BASIN, TYPE II - 0_ SIGN 0 BOLLARD o 234.21 MAIL BOX SPOT ELEVATION NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING VICINITY MAP REVIEWED FOR E COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION poc1s RECEIV CITY OF TUKWLA MAR 3 U 2012 PERMIT CENTER 24"x36" SCALE: 11"x17" SCALE: 1" = 40' -0" 1" = 80' -0" 40' 20 0" 40' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ENLARGED SITE PLAN 1 at &t Your world. Delivered. di Iii ^iJOi1! At A'i"'0.0AlA PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A -1 EXISTING AT &T GSM ANTENNA TO BE RELOCATED EXISTING 121' -0" HIGH STEEL MONOPOLE EXISTING AT &T UMTS ANTENNA TO BE RELOCATED EXISTING 7' -10 ". HIGH ICE BRIDGE EXISTING BUILDING f EXISTING AT &T UMTS ANTENNA TO BE RELOCATED \ \ f \ f \ f EXISTING MICROWAVE ANTENNA EXISTING AT &T EQUIPMENT EXISTING 12' -0" X 24' -0" CONCRETE PAD f \ EXISTING AT &T UMTS ANTENNA f TO REMAIN EXISTING AT &T GSM ANTENNA TO REMAIN EXISTING AT &T UMTS EQUIPMENT CABINET EXISTING TE43 EQUIPMENT CABINET EXISTING AT &T GPS ANTENNA EXISTING ARGUS POWER CABINET f \ EXISTING AT &T GSM CABINETS EXISTING METER BANK EXISTING (2) 5' -6" CHAINLINK GATE f f \ f \ \ / I\ \ \ / I / -- 1 f \ f EXISTING AT &T GSM ANTENNA TO REMAIN EXISTING AT &T TDMA ANTENNA TO BE REMOVED EXISTING AT &T TDMA ANTENNA TO BE REMOVED EXISTING GENERATOR EXISTING CHAINLINK GATE bt).---cose REVIEWED FOR ) E D APPROCOM VED ANCE MAY 2 2 2012 City of Tukwlla BUILDING DIVISION RECEIV �.:II CITY OF TUIE(WILA MAR 3 0 201 PERMIT CENTER North to be determined by site survey (if possible). 24 "x36" SCALE: 3/8" = 1' -0" 11"x17" SCALE: 3/16" = 1' -O" 2' 1' 0" 2' EXISTING ENLARGED COMPOUND PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 8828 REGIS ERED A ► ITECT (CHARD B. STATE OF WASHING EXPIRATION DATE OF THE LICENSE: 08/20/13 cp c) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED COMPOUND PLAN SHEET NUMBER A -2 NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING PROPOSED LOCATION OF EXISTING AT &T UMTS ANTENNA PROPOSED LOCATION OF EXISTING AT &T GSM ANTENNA EXISTING 121' -0" HIGH STEEL MONOPOLE PROPOSED AT &T LTE PANEL ANTENNA EXISTING 7' -10" HIGH ICE BRIDGE EXISTING BUILDING EXISTING AT &T EQUIPMENT EXISTING 12' -0" X 24' -0" CONCRETE PAD EXISTING AT &T UMTS ANTENNA TO REMAIN EXISTING AT &T GSM ANTENNA TO REMAIN EXISTING AT &T UMTS EQUIPMENT CABINET EXISTING AT &T TE43 EQUIPMENT CABINET EXISTING AT &T GPS ANTENNA PROPOSED AT &T LTE 9412 COMPACT ENCLOSURE EQUIPMENT TO BE BACKPACK MOUNTED TO AN EXISTING TE43 EQUIPMENT CABINET PROPOSED AT &T GPS ANTENNA MOUNTED ON ICE - BRIDGE EXISTING AT &T ARGUS POWER CABINET EXISTING AT &T GSM CABINETS EXISTING METER BANK EXISTING (2) 5' -6" CHAINLINK GATE 7 Ot2,ft-po950 PROPOSED AT &T LTE PANEL ANTENNA. PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF (1) PER SECTOR) EXISTING AT &T GSM ANTENNA TO REMAIN PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF (1) PER SECTOR) PROPOSED LOCATION OF EXISTING AT &T UMTS ANTENNA PROPOSED AT &T LTE PANEL ANTENNA PROPOSED AT &T (1) RAYCAP SQUID STRAPPED TO POLE AT COLLAR MOUNT PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN TO BE ROUTED WITH EXISTING COAX RUNS EXISTING GENERATOR EXISTING CHAINLINK GATE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 :T+ City of Tukwila BUILDING DIVISION RECEIVE crr OF TU LA MAR 3 0 2012 PERMIT CENTER North to be determined by site survey if possible). 24 "x36" SCALE: 3/8" = 1' -0" - 1 1 "x17" SCALE: 3/16" = 1' -0" 2' ' 0" 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. PROPOSED ENLARGED COMPOUND PLAN 1 EXPIRATION DATE OF THE LICENSE: 08120/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED COMPOUND PLAN SHEET NUMBER A -3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. arw ww alb a° a go l II ea ,a riomair' PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08120113 REVISIONS NO. EXISTING DESCRIPTION NOTE: PROPOSED AT &T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING A 02/03/11 ISSUED FOR PCD REVIEW HT EXISTING LIGHTING ROD ISSUED FOR FINAL CONSTRUCTION LIGHTING ROD EXISTING SPRINT /NEXTEL ANTENNAS 03/26/12 a EXISTING SPRINT /NEXTEL NL I � I ' 6 it ANTENNAS o I N NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET PROPOSED AT &T LTE PANEL ANTENNA (TYP OF (1) PER SECTOR) r EXISTING UMTS ANTENNA (1 PER SECTOR) TO REMAIN EXISTING AT &T UMTS ANTENNA (1 PER SECTOR) TO REMAIN EXISTING AT &T GSM ANTENNA (1 PER SECTOR) TO REMAIN EXISTING GSM ANTENNA (1 PER SECTOR) TO REMAIN PROPOSED AT &T (1) 1 A 1 B RAYCAP SQUID STRAPPED RF -1 TO POLE AT COLLAR MOUNT EXISTING TDMA ANTENNA TO BE REMOVED _ 1 - - 11 III � , PROPOSED AT &T LTE PANEL Q q'yr f IIII�� Ili ANTENNA (TYP OF (1) PER SECTOR)�Iri IHII- - - - _ - - - - - - - - - - - PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING © MOUNTING ATTACHMENT (TYP OF (1) PER SECTOR) PROPOSED AT &T 700MHz RRH illik UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT `OP (TYP OF (1) PER SECTOR) PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN TO BE ROUTED WITH EXISTING COAX RUNS EXISTING CLIMBING PEGS EXISTING - EXISTING CLIMBING PEGS 121' -0" HIGH MONOPOLE EXISTING ICE BRIDGE _ EXISTING 121' -0" HIGH MONOPOLE - EXISTING ICE BRIDGE EXISTING BUILDING _ _ EXISTING BUILDING EXISTING NEXTEL - EXISTING AT &T ICE _ • EXISTING NEXTEL EXISTING AT &T ICE BRIDGE 4 PROPOSED AT &T GPS BRIDGE EQUIPMENT SHELTER EXISTING 6' HIGH - EQUIPMENT SHELTER - ANTENNA MOUNTED ` EXISTING AT &T GPS ANTENNA ON ICE- BRIDGE EXISTING AT &T GPS ANTENNA -0" CHAIN LINK FENCE WITH BARBED WIRE EXISTING 6' -O" HIGH CHAIN LINK FENCE WITH BARBED WIRE EXISTING MICROWAVE - EXISTING MICROWAVE - ` _ EVIEWED FOR ANTENNA EXISTING AT &T y I-11 j l ANTENNA EXISTING AT &T EQUIPMENTS - \ ` 1 1 �_ E COMPLIANCE ° .,' APPROVED EQUIPMENTS GRADE �,- e MAY 2 2 2012 1 ,/� BUILDING I�/I�I N � V _- i, �isail�;�����z.1solr o IW; y �_ . _, ♦' ♦ ♦1.1 <r. ... ♦♦►1 :81 T - .• .. ♦ .. 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G4. e» ®_ ®LR�_ �esss sl�- _I 1 I � 1 RECEIv .. , CITY OF TUKWILA r.. b 1 MAR' 3 0 2012 PERMIT CENTER 24 "x36" SCALE: 1/8" = 1' -0" w m m PROPOSED SOUTH ELEVATION 2, 24 "x36" SCALE: 1/8" = 1' -0" mimmisi 1 11"x17" SCALE: 1/16" = 1' -0" 8' 6' 4' 2' o" 8' 1 1 "x17" SCALE: 1/16" = 1' -O" 8' 6' 4' ' 0" 8' EXISTING SOUTH ELEVATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. arw ww alb a° a go l II ea ,a riomair' PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08120113 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTH ELEVATION SHEET NUMBER A -4 NOT USED 24 "x36" SCALE: NOT USED 11"x17" SCALE: NOT USED REMOVEABLE COVER REMOVEABLE 19" RACK EAR, TYP STANDARD 19" EQUIPMENT RACK MAKE: ARGUS MODEL: 48 VDC CORDEX HEIGHT: 6.3" WIDTH: 3.4" DEPTH: 11.8" WEIGHT: 10 LBS MANUFACTURER: ROSENBERGER MODEL: FB -15 —ABOX CEQ 10505 EXCESS FIBER CABLE ENCLOSURE DIMENSIONS: 17 "W X 1 -3/4 "H (1U) X 12 "D CAPACITY: 20m (65'±) OF 10MM CABLE MANUFACTURER: ALCATEL — LUCENT MODEL: LTE 9412 eNodeB COMPACT ENCLOSURE HEIGHT: 31" WIDTH: 20" DEPTH: 24" WEIGHT: 143 LBS D2Uv3ph3 BBU (2U) (SEE DETAIL 3, THIS SHEET) USER SPACE (2U) (200W MAX) eAM ALARM MODULE (1/2U) FAN TRAY FRESH AIR FILTER SIDE (DOOR OPEN) NOTE: USER EQUIPMENT POWERED VIA SINGLE INPUT FEED F D o Q 0 Q O 48 VDC RECTIFIER RACK FIBER CABLE ENCLOSURE z 1- 1LU w 0 0 DC SWITCH PANEL (FOR d2U) (1U) PDP —B (1U) TOP FRONT J LUCENT CABINET SPECIFICATIONS 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 3 ' q ___ • 0 0 0 0 0 ) .:I. 0 0 1 0 0 0 0 010 0 0 r 0 0 0 0 .010 010 0 0 0 0 010 O 0 .,o smossameenseeseennammeaseentasenseemeessem 0..........._._._._....__...._...._.._ .......................... .............................f0 0 0 p 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17.24" TOP 0 N DISTRIBUTION SHELF (18 BREAKER POSITIONS) FRONT MANUFACTURER: ALPHA TECHNOLOGIES MODEL: 24V/48V DC —DC CONVERTER ARGUSE P /N: 053 - 996 -20 -000 HEIGHT: 8.75"; 5RU (Rack Units) WIDTH: 17.24 "; 19 "/23" RACK MOUNTS DEPTH: 12.20" WEIGHT: 45 LBS CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) DC -DC CONVERTER 24 "x36" SCALE: NOT USED 11"x17" SCALE: NOT USED 2 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS S RICTLY PROHIBITED. pig - -o9s REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION RECIVE , CITY OF ETUILA MAR 302012 PERMIT CENTER NOT USED 24"x36" SCALE: NOT TO SCALE l 11"x17" SCALE: NOT TO SCALE at &t Your world. Delivered. St At e At ra,6" RI di � PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT 1 R CHARD B. ALL STATE OF VP' ' GTON EXPIRATION DATE OF THE LICENSE: 08120113 c) SC78/310595 10868 EAST MARGINAL WAY SOUTH a0 c0 ,—co O) TUKWILA, WA REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. r A 1" .0 i11 ;N. - x„»,00,,,0, PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE PROPOSED ANTENNA CONFIGURATION AND SCHEDULE INITIAL EXISTING ANTENNA CONFIGURATION AND SCHEDULE 02/03/11 SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX Cp'°`X COAX LENGTH DIPLEXED SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 180' 80' -0" 1 KATHREIN 742 -264 14' 0' YES NONE 2 7/8" 108' -0" NO GSM 850 180' 80' -0" 1 KATHREIN 742 -264 14' 0' YES NONE 2 7/8" 108' -0" NO GSM 1900 4' YES (2) NOKIA CS72993.08 2 7/8" 108' —O" NO GSM 1900 4' YES (2) NOKIA CS72993.08 2 7/8" 108' —O" — NO UMTS 850 180' 80' -0" 1 KATHREIN 742 -264 12' 0' YES NONE 2 7/8" 108' -0" NO UMTS 850 180' 80' -0" 1 KATHREIN 742 -264 12' 0' YES NONE 2 7/8" 108' -0" NO UMTS 1900 6' YES (2) LGP 21401 2 7/8" / 108' -0" NO UMTS 1900 6' YES (2) LGP 21401 2 7/8" 108 —0 " NO LTE 700 180' 80' -0" 1 KATHREIN 80010766 3' 2' YES — 0 FIBER 108' -0" NO TDMA 850 180' 70' -0" 1 POWERWAVE 7263 0' 0' NO NONE 0 1 -5/8 100' -0" NO SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 260' 80' -0" 1 KATHREIN 742 -264 0' 0' YES NONE 2 7/8" 108' -0" NO GSM 850 260' 80' -0" 1 KATHREIN 742 -264 0' 0' YES NONE 2 7/8" 108' -0" NO GSM 1900 0' YES (2) NOKIA CS72993.08 2 7/8" 108' -0" NO GSM 1900 0' YES (2) NOKIA CS72993.08 2 7/8" 108' -0" NO UMTS 850 260 80' -0" 1 KATHREIN 742 -264 4' 0' YES NONE 2 7/8" 108' -0" YES {U8 U9) UMTS 850 260 80' -0" 1 KATHREIN 742 -264 4' 0' YES NONE 2 7/8" 108' -0" YES (U8 U9) UMTS 1900 0' YES (2) LGP 21401 UMTS 1900 0. YES (2) LGP 21401 LTE 700 260' 80' -0" 1 KMW AM— X— CD -16 -65 -0OT 13' 2' YES — 0 FIBER 108' -0" NO SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT REF TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 60' 80 —0 1 KATHREIN 742 -264 14' 0' YES NONE 2 7/8" 108' -0" NO GSM 850 60' 80' -0" 1 KATHREIN 742 -264 14' 0'. YES NONE 2 7/8" 108' -0" NO GSM 1900 6' YES (2) NOKIA CS72993.08 2 7/8" 108' -0" NO GSM 1900 6' YES (2) NOKIA CS72993.08 2 7/8" 108' -0" NO UMTS 850 60' 80' -0" 1 KATHREIN 742 -264 4' 0. YES NONE 2 7/8" 108' -0" NO UMTS 850 60' 80' -0" 1 KATHREIN 742 -264 4' 0' YES NONE 2 7/8" 108' -0" NO UMTS 1900 0' YES (2) LGP 21401 2 7/8" 108' -0" NO UMTS 1900 0' YES (2) LGP 21401 2 7/8" 108' -0" NO TDMA 850 60' 70' -0" 1 POWERWAVE 7263 0' 0' NO NONE 0 1 -5/8 100' -0" NO LTE 700 60' 80' -0" 1 KATHREIN 80010766 2' 0' YES — 0 FIBER 108' -0" NO EXISTING AT &T GSM ANTENNA NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. \�� EXISTING AT &t UMTS ANTENNA TO BE RELOCATED TO BE RELOCATED PROPOSED LOCATION OF P PROPOSED AT &T LTE PANEL ANTENNA EXISTING AT &T UMTS ANTENNA �, �,Q��`T 4 60 PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING r �% SECTOR „BEM„ 260, AZIMUTH EXISTING 121' -O" AGL , `� ` PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING i, MOUNTING ATTACHMENT MOUNTING ATTACHMENT 1' / ` - PROPOSED LOCATION OF =-I /11 MONOPOLE L1: V EXISTING AT &T GSM ANTENNA TO REMAIN EXISTING AT &T GSM ANTENNA TO REMAIN � EXISTING AT &T GSM ANTENNA V EXISTING MOUNTING Vim_ Vim_\ �___ ,, t' \\ ATTACHMENT TO BE REUSED /� SECTOR "BE-vg H .�, 260 AZIMUi `'J PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING ll 0O 4'\ , _, ' 1' , / EXISTING AT &T UMTS ANTENNA , 0 1 .. ', O �.; �� •MOUNTING o , ie • ,' P�� S�G1 ,-c09-, ,\4‘\..) ;, PROPOSED AT &T 'G� ATTACHMENT PROPOSED AT &T LTE 700MHz RRH UNIT 3 MOUNTED TO EXISTING MOUNTING ATTACHMENT ,%4S;� TO BE RELOCATED EXISTING AT &T TDMA ANTENNA O O TO BE REMOVED fi► �I „ `�\� \.._, -. PANEL ANTENNA PROPOSED LOCATION OF EXISTING AT &T UMTS ANTENNA BET p," ETE ic!�� � `• �\�1 G lT�1�' �1 ��!, ti,_ SEC " u-M ~` • �' ,, 26p AZtiM •�,�c` � * y Q• • ‘ )1 RRH �'•_ �!�. PROPOSED AT &T 700MHz - UNIT MOUNTED TO EXISTING ��la `- -� � - "�� �` ? Q'- EXISTING AT &T UMTS ANTENNA c� (-- -) MOUNTING ATTACHMENT a EXISTING AT &T UMTS ANTENNA a J PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT TDMA ANTENNA TO BE REMOVED Q 00 rj 1)....... 09 5---- = PROPOSED AT &T LTE PANEL ANTENNA o °r° 1 TO REMAIN 0 .o u) EXISTING AT &T GSM ANTENNA TO TO REMAIN c� Sri P ROPOSED AT &T (1) ° RAYCAP SQUID STRAPPED 1- g Q� Q . a TO POLE AT COLLAR MOUNT cn EXISTING AT &T GSM ANTENNA - 1- , 0 LLJ TO REMAIN . REVIEWED FOR _CODE COMPLIANCE :. APPROVED MAY 222012 • City of Tukwila BUILDING DIVISION RECEiv �_.uI CITY OF TUIC MLA MAR' 3 0 2012 TO REMAIN PERMIT CENTER 24 "x36" SCALE: 1 /2" = 1' -0" 2, 24 "x36" SCALE: 1/2" = 1' -0" 1 11 "x17" SCALE: 1/4" = 1' -0" 2' 1' o" 2' EXISTING ANTENNA CONFIGURATION 11 "x17" SCALE: 1/4" = 1' -0" 2' 1' 0" 2' PROPOSED ANTENNA CONFIGURATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. r A 1" .0 i11 ;N. - x„»,00,,,0, PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE: ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. ESMIN Alt NI th II A II as .oviaiwil4 ***pm PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT i�T.�/� /i ;77 ' HA' D B. LL STATE OF GTON EXPIRATION DATE OF THE LICENSE: 08120/13 c) c) 1C) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. 1 '1 8 MECHANICAL DOWNTILT BRACKET 5.9 A 02/03/11 MECHANICAL DOWNTILT 11.8 BRACKET HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL MANUFACTURER: KATHREIN MODEL: 80010766K WEIGHT: 61.7 LBS » » 6.0" DIMENSIONS: 96.0 X 11.8 X 6.0 FREQUENCY: REFER TO RF DATA SHEET �6.0� I��� II ' 1� g • _ I �mm NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET I I �� 0 Cr) . -- 0 o) ) c �II_- lr I Diu II,i fill 0 M o N 11.8 MANUFACTURER: KMW COMMUNICATIONS MODEL AM- X- CD- 16- 65- 00T -RET (72 ") WEIGHT: 48.5 LBS DIMENSIONS: 11.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET -,r �:-II 1°.u.Il] 1 1 1 I DC6- 48- 60 -18 -8F SQUID SURGE PROTECTOR 700MHz & AWS RADIOS I. (2) DC POWER RUN / 11.8 11 .8 ` " _ �` ' TOP 11.8 • ' K�`. TOP BOTTOM (1) FIBER RUN E REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP ; tip c ° RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP �.` 1(0). DC POWER BUS I zI I RI ski, rF. r9, RF CONNECTOR, TYP BOTTOM RF CONNECTOR, TYP 4 FRONT SIDE DC6- 48 -60 -RM REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP RACK MOUNTED SURGE PROTECTION -----...._______________________.: g g BTS R, A KMW ANTENNA SPECIFICATIONS 6 FIBER /DC SCHEMATIC KATHREIN ANTENNA SPECIFICATIONS 5 24 "x36" SCALE: 3/4 " =1' -0" 11"x17" SCALE: 3/8 " =1' -0" 24 "x36" SCALE: NOT TO SCALE 11"x 1 7" SCALE: NOT TO SCALE 7 24 "x36" SCALE: 3/4 " =1' -0" 11"x17" SCALE: 3/8 " =1' -0" AT &T GPS ANTENNA,.....___._.._._.; `1 \`l V / MONOPOLE (I1 I (1) 1 7/81'0 PIPE INCLUDED IN MOUNTING KIT ( #B1841) 01 ■ 1/ MONOPOLE �. I.# CHAIN MOUNT /I1 SITEPRO PART #B1662 ( i \` "SQUID" RAYCAP DC ♦ SURGE PROTECTOR \ . - -- ......._.._... _. dik I. :q7. STANDOFF CHAIN MOUNT �` SITEPRO PART #81662 ` �_____ ................ _.;I.._..._........_ F- / _l_I_ Iii L' dl��0d��'�1 -.0� i - � .................-........,r- I\ i "fib 1 7/8 PIPE INCLUDED l[l I, I i h -, ��h ; P I I D I FRONT SOLAR !� _I IN MOUNTING KIT ( #B1841) % ` RAYCAP SQDDC - � O iv - . - 1 7/8" O.D. PIPE l SITE PRO 1 PIPE TO 6r�Ii!!Illli�i��ll.l Eola e... O> O> 1 v b SHIELD. SURGE t, ' ---' III d 111 TOP . J. 1< � QI MEMO OHO 10.6" '`, � E�� c.. 12.2 "� �� �� i PLAN 0 - ill■ PIPE CLAMP SET (PART# ACP08K) ,;, l3 � ° / p J � J - �� JI, ' t /c'�`I \\\\\\\\\\\`�� `r _ 1 ,� �-� �� \\`� ` 11I ^� ������C% /`'�:� l - 1�►t. �` ;: `��►` �t�l� ,�∎1������� ISO VIEW ELEVATION RAYCAP SQUID MOUNTING 1B ':1_ -11: 3lI:' �,. ,_f. \ ,�:11� t1� �o : �11�.�. y, » » » 24"x36" SCALE: 1"=1' -0 11 x17 SCALE: 1/2"=1P-0" .. �..- . ,. �� .�, _ie-E. � - -_ d- N 0 - RRH �� '""""`';� - "� MOUNTING 1/ ,. BRACKETS 9. . I d fi { 5' f + II(, l li ) 1 ( IW I � � I , j �' 0 "SQUID" o N RAYCAP DC SURGE PROTECTOR NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT 0; o N MANUFACTURER: ALCATEL- LUCENT H 700MHz 15.5 (Lower Band) MODEL: 9442 RR _ ( ) HEIGHT: 21" WIDTH: 12.2" DEPTH: 10.8„ WEIGHT: 51 LBS NOTES: C MOUNTING PIPE ,-__::::-::- ::- ::::__::::::-- :---- :- :: - -:' 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE AREA 0 BLOCKAGES EXCEEDING 25% OF THE SURFA HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO ---------- - - - - -- -- - - - - - -- =..7L_______::_::::_:-_. IC.___ ._.__.._._._._..:_............_...... __.in.................___ ::.::_:___L___ �r - - ,} II I I (� !..__II .__ n MP.= HH �II { ............._ ___._._.._..__._._._....._.__.__=iN MANUFACTURER: RAYCAP MODEL: DC6- 48- 60 -18 -8F "SQUID" Ir1. it _. W'IN1(I MANUFACTURER: ALCATEL- LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS t y I � ). - RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. J _ FRONT �- REVIEWED FOR � ;,CODE COMPLIANCE o '''' APPROVED w. A MAY 2 2 2012 -1:1 � il - 1 ` oc oc HE co MB co" o oo fa oo BB o oc oo oc co MB ❑o ooc ❑co -ao oo oo R RECEiv^ CITY OFTU LA • City ofTukw11 BUILDING DIVISION MOUNTING . . 18.o ,� / BRACKET BY MAR' 3 U. 2012 MANUFACTURER PERMIT CENTER MOUNT / RRH AWS DETAIL RRH 700MHZ DETAIL 3 RAYCAP SQUID DETAIL GPS MOUNTING DETAIL 4" » „ 24x36 SCALE: 1 1 /2 =1 -0 »_ _ • , ,,= ' -•" » » » 24x36 SCALE: 1 1/2"=1:- o 1 1 "x17" SCALE: 3 4 " =1' -0» lA » » 24x36 SCALE: 1 1 /2 =1 -0 » : • , ,,_ , -I» 24 "x36" SCALE: NOT TO SCALE „ „ THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE: ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. ESMIN Alt NI th II A II as .oviaiwil4 ***pm PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT i�T.�/� /i ;77 ' HA' D B. LL STATE OF GTON EXPIRATION DATE OF THE LICENSE: 08120/13 c) c) 1C) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF -2 E�1R � REQUIRED R�GttVE CITY OF TO LA MAR 30.2012 PERMIT CENTER North to be determined by site survey (if possible). GROUNDING KEYED NOTES: 0 CAD WELD (TYP). SEE DETAIL 2/E -2. OEXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. OEXISTING MONOPOLE GROUND BUS BAR AT BASE OF MONOPOLE. SEE DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. 4 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. OEXISTING GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E -2. #6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. #6 AWG 700 RRH UNIT GROUND TO ANTENNA GROUND BUS BAR TYP OF 3) SEE DETAIL 5/E -2. #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. O #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. © #6 AWG FROM GPS TO ANTENNA GROUND BUS BAR. bio9s GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN /THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT &T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT &T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES 24 "x36" SCALE: 1" = 1' -0" 1 1"x1 7" SCALE: 1/2" = 1' -0" 1' 6" 0" 1' SCHEMATIC GROUNDING PLAN ® COPPER GROUND ROD • CADWELD CONNECTION • SIDE SPLICE CADWELD ki/eh TEST WELL GROUND BAR FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E -1 8828- EGISTERED RCHITECT RICHARD : LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 C) C) iLn c) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA REVISIONS NO. DATE DESCRIPTION INITIAL NOT USED 02/03/11 NOT USED 14 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 13 NOT USED AM 24 "x36" SCALE: NOT TO SCALE 11 x17 SCALE: NOT TO SCALE 15 24 "x36" SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 12 NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) O a) u 0 "x "x O NEW 4 24 1/4" thk COPPER GROUND / BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0 �. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0. O 24" FIELD VERIFY - #2 SOLID BARE TINNED COPPER WIRE NOT USED 11 NOT USED 10 CADWELD (TYPE -GL) GROUND BAR 9 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA CABLE GROUND KIT ANTENNA CABLE \ (TYPICALLY) TO ANTENNAS BUS OF WEATHERPROOFING KIT N ca 12" TO 24" COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER ,�, - ,_, ,�, 120" MAX. RX2 il 1 TX1 /RX1 WEATHERPROOFING V— 1 i I4 KIT (TYP.) ;' ' COAX JUMPER ■ ■ GROUND KIT (TYP.) ©©©© ©000 _��__� 0 O (NP') (- O 0 0 �� O (SEE NOTE 3) CABLE GROUND KIT CONNECTOR WEATHERPROOFING 1 -� O ���� #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO BAR). SEE NOTE 1 & CABLE CONNECTOR ! #6 AWG O OGROUND KIT (TYP.) SEE NOTE 2 I mom �1 ��� ISOLATE FROM TOWER HALO J 2 w/ #2 TO LOWER TOWER '' BAR ANTENNA CABLE i *TWO HOLE LUG, OR \ EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING '" / GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER /MONOPOLE NOTES: A BEND AND ALWAYS DIRECT GROUND WIRE NUMBER AS SUPPLIED OR RECOMMENDED TAPE KIT, COLD SHRINK SHALL NOT BE USED. TO BTS EQUIPMENT (TYP.) 1111! COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY 1. DO NOT INSTALL CABLE GROUND KIT AT DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO -PART CABLE GROUND TO TOP MONOPOLE OR UTILITY POLE NOTE: NOTES: TO GROUND RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. GROUND BARS AT BOTTOM OF TOWERS /MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. NOT USED GROUND WIRE INSTALLATION KIT CONNECTION GROUND CABLE CONNECTION 5 24 "x36" SCALE: SCALE 11"x17" SCALE: NOT TO SCALE 8 24"x36 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 7 24 x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 6 24 x36" SCALE: NOT TO SCALE 11"x17" SCALE. NOT TO SCALE TYPE TA TYPE VN " TYPE NC may; TYPE SS b 1 )....111110r 07 5-0 Sspq� AP Ml �` T � RECEiv �,I 'via CITY OF TUPCIIILA ��i�EfJ�j MAR' O. Z012 Sd PERMIT CENTER 1 i Ir. TYPE VV riot kle TYPE ... .. VS 411. :1111111110 TYPE VB TYPE PT ��• TYPE t-, v GT • ��� te TYPE GY • TYPE v ,. %r GR ` . \rrir■ � TYPE GL NOT USED 4 NOT USED 3 CADWELD GROUNDING CONNECTIONS 2 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 1 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY RY NATURE_ ANY USF OR UICI OSURF OTHER THAN THAT WHICH RR ATFC Tn CARRIER cPPVIfFC I cTRIfTI Y PPC11- IIRITPII 8828- EGISTERED RCHITECT RICHARD : LL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 C) C) iLn c) SC78/310595 10868 EAST MARGINAL WAY SOUTH TUKWILA, WA REVISIONS NO. DATE DESCRIPTION INITIAL A 02/03/11 ISSUED FOR PCD REVIEW HT 0 02/23/11 ISSUED FOR FINAL CONSTRUCTION AM 1 03/26/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2