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HomeMy WebLinkAboutPermit D03-331 - AT&T WIRELESS - 2 ANTENNAS AND GROUND EQUIPMENTAT & T WIRELESS SERVICES 3516 S 146T" STREET EXPIRED 9 -23 -04 D03 -331 City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 0040000315 Address: 3516 S 146 ST TUKW Suite No: Tenant: Name: AT & T WIRELESS Address: 3516 S 146 ST, TUKWILA WA Owner: Name: O'HARE PATRICK 7 & LAURA 7 Address: 967 UTSALADY RD, CAMANO ISLAND WA Contact Person: Name: ALEX PERLMAN Address: 425 PONTIUS AV N, SUITE 202, SEATTLE WA Contractor: Name: BROOKSTONE TELECOM INC Address: 227450 YNEZ RD STE 300, TEMECULA, CA Contractor License No: BRO0KTIO44MW DESCRIPTION OF WORK: ADD TWO (2) SCREENED WIRELESS ANTENNAS TO EXISTING ASSOCIATED ROOFTOP FACILITY AND ONE (1) GROUND EQUIPMENT FOR ASSOCIATED RADIO GEAR. Value of Construction: $ $8,000.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N N DEVELOPMENT PERMIT Private: N D03 -331 Permit Number: D03 -331 Issue Date: 12/05/2003 Permit Expires On: 06/02/ 2004 Phone: Phone: 206 - 612 -1563 Phone: 425 - 867 -5334 Expiration Date: 07/24/2004 Fees Collected: $257.36 Uniform Building Code Edition: 1997 Occupancy per UBC: 329 Public: N Non - Profit: N Public: N Printed: 12 -05 -2003 ci.... 0u. 14e4..:w+.:. .a.Hra.i+f.'sw:u::: City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: o , , Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting o is permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co tr„ • 'on or the performance of work. I am authorized to sign and obtain this development permit. Signature: doc: Devperm Date: / Print Name: ig 41 / 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. D03 -331 Printed: 12 -05 -2003 Parcel No.: 0040000315 Address: 3516 S 146 ST TUKW Suite No: Tenant: AT & T WIRELESS 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (206- 835 - 1111). 4: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 5: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 6: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating construction or the performance of work. Signature: Print Name: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 .&ky /1/.74ge•fr PERMIT CONDITIONS D03 -331 Permit Number: D03 -331 Status: ISSUED Applied Date: 10/24/2003 Issue Date: 12/05/2003 Date: / D Printed: 12 -05 -2003 dru,LO.htb .owWSN..u. r 56T/9 •f'%Y�T .4/0,e7-,/ King Co Assessor's Tax No.: M4 /5 Site Address:Y..576 �: / f'�' , _Tee4 // 444- 2JY ' Suite Number: Tenant Name: ,47 /rGah - fit/ /CeS ( s) Property Owners Name: Pf ZTe /e Mailing Address: ,96 lilT i- . i.'y /Q/7 e/M./. o [TACT J • ER SON: NameA /f /G e r/ /cEs KM) / /0 Mailing Address :. 2f' �� f'74mss f//E�/. STEZoZ f E -Mail Address: qe/ --ina . p6/kz , r�►•ri ::GEN t: Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** tCH TE CT OF REC RJ • Company Name: riele eivebvexe/Afe Mailing Address: � Contact Person: 6eic awe E -Mail Address: ele • Ce34t Company Name: 7I ��� Mailing Address 6 / - / /6t7� ' Contact Person: e'G �l E -Mail Address: g4,//2 i e7.c"/ \applicationa\pennit application (3.2003) 3/2003 CITY OF TUKWIL4 --1 Community Development _ partment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • 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 ** Page 1 City Day Telephone: ZD - to /Z f&3TrIE Gc45 9rpj City Fax Number: 26 - 943 - "NZ.? City Day Telephone: Fax Number: New Tenant: Floor: [] .... Yes ,(,..No State State Zip State C 1 er rsrCddl txa *.,r+ YerZeP2 Zip Zip City •_ 177- ' 11 0 Zip Day Telephone: 661,- 5'91 --‘1 Fax Number: 1 -,-7 ' st//Z.2Ey „ C. eiMozw VJS City State /A Zip Day Telephone: Fj � f '; f� ' `t'32 Fax Number: a4 -- '61./ ulatiele�"� Valuation of Project (contractor's bid price): $ g t0, 00 Existing Building Valuation: $ Scope of Work (please provide detailed information): AV iwo Jce iEwei2 c V /,elf i Al•u91 7 4Y /.fl /A)ii aecoe, ,A4 /,k/4/7/' c, iv,t/D /,q 7 .1.A9/4 ST" Ase Ma Will there be new rack storage? O ..Yes 44.,. No If "yes ", see Handout No. for requirements. Provide AlI Building Areat:ilf SgoareFootageBelow' ":Floor. "°:Floor Floors' asemen Accessory Structure': Attached: Gara Detachcd: Garage:: Attached;Car Detached C Covered`Deck Uncovered. Dec Addition to ; '": Existing Structure' ' --Type of Construction per UBC :Typeof: Occupancy per UBC • 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 for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings *.hi+ro{ _ residence. Nt�r 00 o�,PaNdnk Stall Prot ed: Stattdtird,�:_. \ Compact:. • .- .�.��•: a ca Will them bea olianga in use? 4pplicationr\permit application (3.2003) 3/2003 Page 2 -, • `�'� . FIRE PROTECTIONIHAZARDOUS MATERIALS: O.. Sprinklers 0-Automatic Fire Alarm ❑.. None 0.Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes rZ, jl "yes ", attach list of materials and storage locations on a separate 8 -1/2 x I I paper indicating quantities and Material Sh' Data Sheets. • �.. 1 t • • • .� +�` 40.' ;J **S11 "* , +• �f� �.. '• � 7 � PUB IC,WO .f' I , +i t1 "I, Scope of Work (please provide detailed information): Water District ❑ ...Tukwila 0... Water District #125 ❑ ...Water Availability Provided Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑ ...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... " WO# ❑ ...Temporary Water Meter Size.. 11 WO# ❑ ...Water Only Meter Size WO# ❑ ...Sewer Main Extension Public Private ❑ ...Water Main Extension Public Private UpplicationApermit application (3.2003) 3n003 cubic yards cubic yards ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line „ „ Page 3 Call before you Dig: 1- 800 -424 -5555 lease 'refer to Public Works Bulletin` #1 for; tees and estimate;' sheet ❑ .. Highline ❑ ...Renton Sewer District ❑ ...Tukwila 0... ValVue ❑ .. Renton ❑ ...Seattle ❑ ...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑ ...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water Monthly Service Billing to: Name: Mailing Address: • Water Meter Refund/Billing: Name: Mailing Address: ❑ ...Sewer ❑ ...Sewage Treatment Day Telephone: City Slate Zip Day Telephone: City State Zip . �ft ;'itts.ud1{PicKnss`a'ti+sk,$ "' fi.'r;�t�i 2:..:,.', `+" t ic; �t:.!: '+ " ?c.ta;:k�e &�. "iN' ?' , , :.:Un1t TYpe: , • Qty ; Unit Type : `: -Qty :' ':Unit Type;': ' „ Qty . ..: - .Boiler /Compressor: Qty` . Furnace <100K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 BTU Furnace >100K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator- Domestic Air Handling Unit <= 10,000 CFM Incinerator — Comm/Ind 01,A141 CAY P RA ' T °�d::.t: "• .. .:i J, MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Day Telephone: Fax Number: Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New ....0 Replacement ....0 Commercial: New .... ❑ Replacement .... 0 Fuel Type: Electric 0 Gas ....0 Other: Indicate type of mechanical work being installed and the quantity below: L iM_ IT, PPLI -ATIO N() 11,04ble Ito 111 erl�i><ts >!ri this: a Ucat><on' 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 extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWN • SR AU a RIZ • ENT: Signature: _ Aegir /- Print Name:6L Mailing Address:l2i`_/0AY777ir,9 , , Date Application Accepted: tappliationitpermit application (3.2003) 3/2003 �• �'L/+t�b3t/ / 03 r .�4 Page 4 Date Application Expires: Date: /!�� ...3 Day Telephone: .52V77746 zJi9 ,pQJ City State Zip Staff Ini is�kis��+ i' au G. iu: U���ti:• �: �; �ZV�' s�) n, i1 �{'."�'`vly' "1}�('�i[ 4 . TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 RECEIPT ` 1 Z w re 2 Parcel No.: 0040000315 Permit Number: D03 -331 6 v Address: 3516 S 146 ST TUKW Status: PENDING 0 0 Suite No: Applied Date: 10/24/2003 N w Applicant: AT & T WIRELESS Issue Date: LU H CO LL w 0 2 Receipt No.: R03 -01295 Payment Amount: 257.36 g 5 tea Initials: BLH Payment Date: 10/24/2003 11:05 AM z W User ID: ADMIN Balance: $0.00 Z I F- O Z F- LU al Payee: PACIFIC TELECOM SERVICES LLC D Dp O • ( O )-- w W = ▪ 0 Type Method Description Amount U.16- Payment Check 5012 257.36 L U 2. P. H O Z BUILDING - NONRES PLAN CHECK - NONRES STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/345.830 000/386.904 153.25 99.61 4.50 Total: 257.36 4049 10/.27 9716 TOTAL 257.36 Printed: 10 -24 -2003 Project: W(2 ELc.Sc, Type of Inspection: • Eta- Pi y...) G i - r Address: 3516 S_ 1L1�a Sj Date Called: 3- X7-09 Special Instructions: Date Wanted: - 3- 1 7 -0 !/ a.m. p.m. Requester: Phone / e ( /' 2 i INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 'Approved per applicable codes. PERM! (206 431 -3670 Corrections required prior to approval. COMMENTS: $ A. e nI-4 I spit r: Date: 3 47 00 REINSPECTIONJEE REQUIRED. Prior to inspection, fee must be pa' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Re et t No.: Date: COMMENTS: __O wl...) Type of In • Address: 56 la S S'- Date Calltd: 7/ C r) ci 1 1 ( 10 SpAcial l nstruc ions: &iui',, IU ' , ` a � � Date 3)R /014 • . Requester: r.ec_ -to,- L'/(I4 P " �� /DO L (SI ' 7q31 \"\ -, \ 1.-- 2. ..- - 4 - ca-k2.9 -.,ti . 2l (V L e \ _. N1 -- i■-3 P� )-- ) e,efi_eL 4 Aotr4a .v 0 - 4,0 .e. ■ e t " Y C-. 44-" \ ,A./VC , U ... P cter: ,._, __O wl...) Type of In • Address: 56 la S S'- Date Calltd: 7/ C r) ci 1 1 ( 10 SpAcial l nstruc ions: &iui',, IU ' , ` a � � Date 3)R /014 • . Requester: r.ec_ -to,- L'/(I4 P " �� /DO L (SI ' 7q31 INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. 8 Corrections required prior to approval. ns'hector: r-- i- 7.00 REINSPECTION FEE REQUIRED. Prio Date: 3 c to inspection, fee must be a ' 6300 Southcenter Blvd. Suite 100. Call to 'chedule reinspection. aid at 630 S � p Receipt No.: Days: ,Jek ' ' • - 11. ' • . - Iit 410 BP# D03-331 ';-•••• • • . • . Z W .J O U O UU Lu J 2 W O L Q c _ d F _ W Z I- O Z f- W • W O • N D I- W w H , - Li. O Z W U= o H O Z August 4, 2004 City of Tukwila Department of Community Development Steve Lancaster, Director Alex Perlman 425 Pontius Avenue North, Suite 202 Seattle, Wa 98109 RE: Permit Application No. D03 -331 3516 South 146th Street Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Residential Code and /or the International Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to September 13, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -331 Bob Benedicto, Building Official Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431.3670 • Fax: 206 -431 -3665 c +: i ce.A.g. DEPARTMENTS: Wit-06 Buil Divi ion Public W•rk$. /b , C ,05 Complete Documents /routing slip.doc 2 -28 -02 PERMIT COORD COP( PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -331 DATE: 10 -24 -03 PROJECT NAME: AT &T WIRELESS SERVICES (AWS) SITE ADDRESS: 3516 S 146 STREET X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after /before permit is issued ik /HP-a5 Fire Prevention 0 Structural ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Incomplete ❑ REVIEWER'S INITIALS: PERMIT COORD COPY Planning Division ar' 1- o-- Permit Coordinator DUE DATE: 10 -28-03 Not Applicable ❑ Comments: rt Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 11 -25-03 APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions 12( Not Approved (attach comments) ❑ Notation: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Registration # or License: BROOKTI044MW Firm Name: ST.PAUL FIRE & MARINE INS COI Policy Number: KK06100077 Effective Date: 6/1/2002 I Expiration Date: 6/1/2003 ( Cancelation Date: F(25.052-000 (8/97) CONTRACTOR INSURANCE TNFoalorm CONTRACTOR INSURANCE INFORMATION Current Filter: None EPARTMENT OF`LABOR'AND INDUSTRIES: Detach And Display Certificate REGISTERED AS PROVIDED BY LAW AS CONS T.CONT: GENERAL REGIST. ##° EXP. DATE CC01 BROOKTIO44MW 07/24/2004 EFFECTIVE DATE 07 /16/1996 . BROOKSTONE.TELECOM INC' • . 27450 YNEZ RD..STE 300' TEMECU .r 68 Signature Issued by DEPARTMENT OF LABOR AND INDUSTRIES Please Remove And Sign Identification Card Before Placing In Billfold Page. bf I Cf1Y A Ev`D luKWiut DEC 0 5 2003 PERMIT CENTER GENERAL NOTES: PRIOR TO THE SUBMISSION OF BIDS, THE B IDDING CONTRACTOR SN4LL VISIT THE CELL SITE TO BECOME FAMILIARIZED WItH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE UJORK CAN SE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER. 2. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR 51-IALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 3. ALL WORK CARRIED OUT SHALL COMPLY WITI -I ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 1. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, TI-4E CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL 5Y TI-IE CONSTRUCTION MANAGER. 8. CONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF ANTENNA AND GROUNDING CABLES AS S1 -TOWN. CONTRACTOR 51 --TALL UTILIZE EXISTING TRAYS AND /OR SHALL ADD NEW TRAYS AS NECESSARY. CONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONSTRUCTION MANAGER. 9. THE CONTRACTOR SHALL IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL B ONTRACTOR'S EXPENSE TO THE SATISFACTION OF CONSTRUCTION MANAGER. SEP 3 2004 10. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO AT4T WIRELESS SERVICES' CAWS) DESIGNATED LOCATION. 11. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 12. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION S1 -TALL I-IAVE 2500 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK 51 -1ALL 5E DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. ALL CONCRETE REPAIR WORK SHALL 5E DONE IN ACCORDANCE UJITI -I AMERICAN CONCRETE INSTITUTE (ACI) 301. 13. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 14. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITI -I CONSTRUCT ION. 15. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY CONTRACTOR SHALL NOT DISRUPT T1-4E EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH THE OWNER. ALSO, WORK SI -IOULD BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGI.4T. 16. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST SE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION_ EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 11. REFER TO STRUCTURAL ANALYSIS REPORT PREPARED 5Y TRK ENGINEERING LTD. FOR VERIFICATION THAT THE EXISTING STRUCTURE IS CAPABLE OF SUPPORTING THE PROPOSED EQUIPMENT AND ANTENNA LOADING. APPL I CA5LE !BUILDING CODES AND STANDARDS: CONTRACTOR'S WORK S1 -TALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AI FOR THE LOCATION. TI-IE EDITION OF TI-4E AI-L1 ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 2. BUILDING CODE (UEC). 3. ELECTRICAL CODE: NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 10, NATIONAL ELECTRICAL CODE. 4. LIGHTNING PROTECTION CODE: NFPA 180 L IC I- 4TNING PROTECTION CODE. 5. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS: AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH EDITION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES. - INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT. • IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE "). - TIA 601 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS. - TELCORD I A • TEL CORD IA - TELCORDIA - TELCORDIA GR -63 NETWORK EQUIPMENT- BUILDING SYSTEM (NESS): PHYSICAL PROTECTION. GR -341 CENTRAL OFFICE POWER WIRING. GR -1215 GENERAL INSTALLATION REQUIREMENTS. GSR -1503 COAXIAL CABLE CONNECTIONS. 6. FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METI -IODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT 51 -TALL GOVERN. • RIVERTON NORTH immes■Milla AT&T® 1900MNz UMTS PROJECT SITE*: STTLUASG19 Cr4SPR ": 24891 -X012 - H- STTLUJASCs19 SEPARATE PERMIT REQUIRED FAR: V IIECHA NICAL ELECTRICA CI PLUMBING 0 GAS PIPING CITY OF TUKWILA BUILDING DIVISION ofr c_:‘;`1.%NP °V.' \SI ?14,„,c4\°:01+1' C;404tni; 1\03?-41/14. . FIE COPY I understand Wig Plan CheEk epprbvals are subjetk t� *AA `lid btfiissi©ns a nd approval of plan, Wet it ®uthonza the Vidlatfon of any adopted code of dhdinent:. Receipt of con - tractor't copy ei aippraved plans acknowledged. By Da Permit No. /Pr' o r rs • �TiLWrtippl SEPARATE PERMIT AND APPROVAL REQUIRED DIRECTIONS FROM SEA - TAC AIRPORT: • DRAWING INDEX REV. No. 0 0 0 0 0 0 0 0 0 0 DWG. No. PROJECT INFORMATION SITE ADDRESS: 3516 S 146TH STREET TUKWILA, WA 98168 PROPERTY OWNER: PATRICK J, AND LAURA J O'HARE 961 UTSALADY RD CAMANO ISLAND, WA 98282 CONTACT: PATRICK O'HARE PI -TONE: (300) 629 -0165 JURISDICTION: CITY OF TUKWILA 6 300 SOUTH CENTER BLVD TUKW I L A, WA 98188 CONTACT: CAROL LUMB PHONE: (2 06) 431-3E710 GODS INFORMATION: ZONING: 1-I0R BUILDING CONST. TYPE: V -1HR AWS OCCUPANCY: UNOCCUPIED PARCEL AREA: BUILDING AREA: CONST. VALUE: 40,052 t SQ. FT. 11,6104 SQ. FT. $20,000 DESCRIPTION OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS APPLICANT: AT4T WIRELESS SERVICES, INC. 2129 PROSPECT PARK DR, 0 200 RANCHO CORDOVA, CA '95610 ZONING CONTACT: PACIFIC TELECOM SERVICES, LLC. 425 PONTIUS AVE NORTH, SUITE 202 SEATTLE, WA 98109 CONTACT: ALEX PERLMAN PHONE: (206) 612-1563 CURRENT AN POPOSW USE TELECOMMUNICATIONS FACILITY APN : 0040000315-02 2 4891 -6 12 - H - STTLU1.45C+19- T01 24& .�12 eTTLUJ4CI 401 2481 -612 - N- STTLUTA9CS19 -A02 24891 -612 - N- STTLUJASG 19 -A03 248cr -612 - 1-1- STTLUJA5Cx19 -404 24&1 12 4-4-STTLUJ4SG1e RF01 2489 -012 - N- ST7LUJASG19 -RF(d2 2489l -012 - N- ST7LUJASCi19 -RF03 24&1-12 - I- I- STTLUJASCs19 -RF04 24891 -012 - N- STTLUJASGc19 -S01 24891- (212- 1-1- STTLU1ASG19 -Se2 24 891 - 6 12 - I--E - STTLUJASCsl9 - S03 24891 -612 - 1-4 - STTLUJASCs19 -E01 24891 -612 - N- STTLUJASG19 -E02 HEAD NORTH ON HIGHWAY 99 /INTERNATIONAL 5LVD. PROCEED PAST THE ENTRANCE TO HWY 518. SEVEN BLOCKS PAST THE INTERSECTION WITH 518 TURN LEFT ONTO S I46th STREET. PROCEED TWO BLOCKS AND THE SITE IS ON THE RIGHT. VICINITY MAP N.T.S. 17. AWS SITE S 146TH ST DESCRIPTION COVER SHEET 517E PLAN PARTIAL ROOF PLAN EAST AND WEST ELEVATIONS EQUIPMENT DETAILS RF DETAILS ANTENNA CABLE SCHEMATIC GROUNDING DETAILS ANTENNA GABLE INFO. EQUIPMENT MOUNTING AND MISC DETAILS ANTENNA MOUNT DETAILS ANTENNA MOUNT DETAILS II ELECTIC4L DETAILS ELECTRICAL LAYOUT C_ t o • S 144TH ST I� S 148TH ST COD INATES NAP 83: LATITUDE 41' 28' 23.4" LONGITUDE 122' 11' 1313" 5 150TH ST Icikikrire iiNaka.11/ 5 142ND ST r SEP 23 x.;;64 RECEIVED rxr OF It JKWII A OCT 2 4 2003 PERMIT CENTER OCT 1 1 2113 \ / TWI. DRIPS I. CDPY1 Y. I. Tie .01.E PROPERTY DR Tie OIINER . IT 1$ PRODUCED SOLELY POO USE BY 711E Owe AND ITS AFFILIATES. RIPRODUCTION OR USE OR t14* DRS VA* OD/o01 n+E INPp1!'IAtION CONTAINED IN IT I. 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IaZ 111 1 r 1111/ �l I - r - - Illl1 �d i 1 111 1 ' 111 111 ■111111. 11111111111111111 111111111111111112111 ■1111 11111111111u11111111U ■111111;:wEEi ="4 .r=•'- u11n11 1111111II•1111•uSI•U11111 1111U■ tr•• 10/11111/ 11U1111ullllu11111 lil1111111111111■1 /11!111111 IIIIU1111111111111111111lla.0 -• 11,1 ■ 11111.11111 /111 ■111111'1111 ■. 1111 11111111••• auu11luw111n1 ■uOI ■IIIU■ulll■:► - r1111..11ll• ■111111111■ mama. 1111111111•11111111 1111111111 11111111 1111 '1111tIIII111111111:'' EXISTING SPRINT COMPOUND EXISTING SPRINT EQUIPMENT XI TI SPRINT EXISTING NG SPRIN EXISTING ASPHALT PARKING LOT ROOFING NOTE: REINSTATE ROOFING MEMBRANE IN AFFECTED AREAS UJITI -1 A COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMSRANE AND ROOF DRAINAGE. ALL ROOFING WORK( TO BE oONE IN ACCORDANCE WITH CHAPTER 15 USC 1991 CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE UJI TI.11 CONSTRUCTION MANAGER LOCATION OF EXISTING PROPERTY LINE, TYP. (LENGTH - 313' -0 ") (LENGTH - 313' -0 ") ( EXISTING ASPHALT PARKING LOT SITE PLAN -\_ REFER TO A02 FOR AUJ9 EQUIPINEN? LAYOUT AND ANTENNA LOCATIONS TRUE NORTH ARROW SWOWWN ON THIS DRAWING lb APPROXIMATE ONLY AND MUST BE VERIFIED BY CONTRACTOR SITE PLAN INFORMATION 1ATION OBTAINED FROM FIELD MEASUREMENTS TAKEN ON AUGUST 21, 2003, AND DRAWINGS PREPARED BY "IRK ENGINEERING LTD ", DATED SEPTEMBER 04, 2002. 2. CONTRACTOR TO PROVIDE ALL REQUIRED WAIRDWARE NECESSARY TO FACILITATE ANTENNA CABLE ROUTING PROM EQUIPMENT TO ANTENNAS. 3. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (ANJ) FOR THE LOCATION. THE EDITION OF TWE AHJ ADOPTED CODEb AND STANDARDS IN EFFECT ON TWE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION. REFER TO ROOFING NOTE. NOTES: LEGAL DESCRIPTION: LOT 30, P.•LOCK 2, ADAMS HOME TRACTS, ACCORDING SO THE PLAT THEROF }RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON 50' -10 "f EXISTING UTILITY POLE • CT 2 4 2003 ' oral_ i t n OCT 1 7 2003 a I I T1411 pSAYINb 1* COP RKIWED AND 1* TI•* WI.I 1 OP Tni col* . 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REFER TO 1' 01 FOR ANTENNA DETAILS AND SO2 FOR MOUNT DETAILS // / li • 1 41111Wer i lij i J 1111l T�1 H r / / 1r // / / 8 , • //1/://:, .,/// / / / / /// UTILIZE EXISTING ,4W5 IS" AND 12" CABLE TRAYS TO ROUTE (2) ANTENNA CABLES TO ANTENNA (SECTOR A). PROVIDE FASTENING HARDWARE TO MATCI -4 EXISTING AIDS EQUIPMENT CABINETS MOUNTED TO PARAPET WALL. REFER TO 501 FOR MOUNTING: DETAILS 0 AWS 12" CABLE TRAY ON PVC SLEEPERS • PARTIAL ROOF PLAN 1/4 ".1' -0 " to 1 2 5 AWS EQUIPMENT LINEUP: A- EXISTING NOKIA METROSITE BTS (89 Ibs) 13-EXISTING NOKIA METROSITE BTS (89 Ibs) C- NORTEL UMTS MONO IBIS CABINET (211 lb.) D- NORTEL UMTS MONO IBIS CABINET (211 Ibs) E- NORTEL UMTS MONO IBTS CABINET (211 lb.) EXISTING ROOF HATCH SECTOR C AZIMUTH 330 EXISTING RUBBER MAT WALKWAY EXISTING ROOF VENT, TYP. SECTOR B AZIMUTH 240' 111 0 6) TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED BY CONTRACTOR (2) AWS 1900MHz UMTS PANEL ANTENNAS MOUNTED ON A MAST C/W A FIBERGLASS SHROUD TO vv ," --- RESEMBLE A CHIMNEY. REFER TO RF01 FOR ANTENNA DETAILS AND 503 FOR MOUNT DETAILS EXISTING AWS 1900MHz GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS SHROUD 0 EXISTING AWS 1900MHz GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS SHROUD 1. IPRIPF NOTES: ROOF PLAN INFORMATION OBTAINED FROM FIELD MEASUREMENTS TAKEN ON AUGUST 21, 2103, AND DRAWINGS PREPARED BY "TIIK ENGINEERING LTD ", DATED SEPTEMBER 04, 2002. 2. CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARE NECESSARY TO FACILITATE ANTENNA CABLE ROUTING FROM EQUIPMENT TO ANTENNAS. 3. CONTRACTOR'S IBC SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR TWE LOCATION. THE EDITION OF TWE AHJ ADOPTED CODES AND STANDARDS N EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. 4. CONTRACTOR SHALL BE RESI'+ONSIBLE FOR I"ROTECTlQN OF ROOF MEMBRANE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ROOF MEMBRANE DURING CONSTRUCTION. REFER TO ROOFING NOTE ON A01. /f, c c \ ; - G� ►takkot.- . CITY RECEIVE " D wr OCT 2 4 2003 PERMIT Wolk k, *.N1 ;1061 1 7 2113 714111 DArAIO* R COPY ‘4141i0 1 o 111 T141 110E 1 CP T1I OAR . IT I11 PAOOUCtO •OIIA,ELY POR USs SY us coot ,A1�p IT11 APP %IATME. 11111•140014TION ON UN CP 1 DAWNS I IDIIOR TIM 11fQWIAT10N CONY ALINED IN It 111 KI1411101:111141111 TI; we4t7li Uy111114QN OP 1141 0111"*R . 4 W 0 0 0 ci g CI L A B c L 45 a6Q 8 - e ° w w ? a_ V mh V3 I '1.3 O 1111114 C� E ix t .2 § U Z ili N to r ` [L U 0 4 Q ' Q 5f 9 g A02 • • 4 9 GRADE 0' -0" RAD CENTER (SECTOR A) 38' -0" t A.G.L. n EXISTING UTILITY POLE EXISTING SPRINT ANTENNAS EXISTING AWS 1900MHz GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS SHROUD EXISTING AWS 1900MHz GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS S1 -IROUD 11111 1� i 11 Ir 11 11 1 r l llr l (Ir 1 11► .IIIIIr11111r11111r11111r 1111111111111IIII I .111111111111111111•111111111 11111111111111111111 I II II 1I111 11 I I I I I1 1 1 rlln1 1 11.11► 1 I111 i 11 11 1 /I 1t 11 111 IIr 1111111111111111111111 il1l 1m l l!u lr l . amions ID mison rip1111� 1111 Ir1r1t 1111 1 I I 111 I I 1 � 1 1 r l 11 111 11 � 11 IIr' III 1 1 1 1 r 1.11 ■11 1 1111111( r ■ Illlrnrr MINI rm1 r111111111l'r1t11 r11111r11u1■II111r11111rmr 11 11 111111 1 111 rl 11 1 I1 I 4111/ II 1 1 it ll 1111 / 1 1 AI 11 1t ■ rrl r 1 I I 11■ 1 1 1 111111 11 1 I 11 1 1 1 1 1 1 1 I 1 1111111 1 III IIr 11 1 r r 11111 11111111111 1111 Mml rnu m111rin 11111/1111 11 11 IIU ■�1 Ii11r111 u1 1 .n11•1u1111 111111u111 1 I 1 I 1 1111 ,IIr 1 1 r III Ill! 1 1 111111 11I1I 111 IIr 4111111111111111111111 /11111 11,111r111r11111 1 -- 1 1 1 1 111 111 1/ 1 11► ■IIIIipIIuI u11111► MINIM I 1 1 rllrI lr1111► 1 1 r1 1 i11I I 11r1A 11111111111ir11111■ 1■11111■I111'1111111 111111 = y -iiiiU I I I 11 hurl I 1 11 11� I I I I 11�■ 1 11 11 ■I I 11111 1 rr1 1 1 1 1 1111 /111 111 ■1lrlllrll IIUI7lrrllll!rll111rnulrinCrnll rlllrrllulrlul11111 too 1� II II 111. 111 II , I 111. I 1111 ■111111 ■11 ■11 ■11 IIIr1111 ■l l ■1 r 1 I I I I I 1 111 1I I 111I 1 r I I r11111111I I 11rI I 111r1 1 11111 1I111jI111111111111u 11111 ■IIIII11111 ■III 1111 ■1111 11111 ■1111 VIII 1 1 i ■Ilrllr( I V11 .1111111111 r11u Lull Ili I I .ur u11 11 IMO MI 1111I I 1 1 1 1 1 I illlrll l 111 r r 1 11111111111 ■1ll1 III Ai111 ■I11 11 11 III 111111 Inn 11111 111 1 ■ 1 1. VIII 1111 11111 rlrrI I ll 11111 11 11 1 1 MI lr 11111 11111 ■11111\ ■1111 VIII mull, 1 1 11 111 II 1 1 i 111 111 ■111 l II 11 111 •■1111111 I 1, II i lllrlrllA l 1111111 11111111 AV lu rl 1 1111111 111M1111rlul I 1 11 11 II /1 11 111. 11 I I1 rl1 n■ 1 I II 111IIllrlrr1111 11 r1 ■1111111 1 I II • I1 l l Ir r 111 11 11 1 II 11111 InrI I ln11 1 1rr1 Ilrllr) 11111 ■11111111111 ■1111 rinl 11111 r11111■Ill 111111121A nn 1u11111u IIr 1 rlrl 1 I 1 11� Mill 1(1.11 .11111161111•11111111111111 I mI urIIrI 1111 � •I tI r1I l /1111 11 1 I 1 11111 11 111 111 411111111 11111 1 1 I 1 � 1 1 41111101111111111111111 11 1V1 11 1 1 111 ■11 111111/1 11 I rf1 1 I l ul 1 11 1 11 1 1 M . I 1111111111 1 IrI1I 1�1 1 11 111 All Imo 1111 I■ .111111 1 II 111111111 . 111 111111 11/ 1 ■IIr III11hI111 ■nlrL I 111111 II III • II II II rlll 11 111► ■ III II 11111 • Mill 11111 1 111I I 11 1 I II 1 ■ 111 I I■ ■AI ID 111111 11111 ■11111 AWS 1900M44z UMTS PANEL ANTENNA MOUNTED ON A MAST C/W A FIBERGLASS SHROUD TO RESEMBLE A CHIMNEY. REFER TO RFOI FOR ANTENNA DETAILS AND 802 FOR MOUNT DETAILS (2) AWE 1900MHz UMTS PANEL ANTENNAS MOUNTED ON A MAST C/W A FIBERGLASS SHROUD TO RESEMBLE A CHIMNEY. REFER TO RF01 FOR ANTENNA DETAILS AND 903 FOR MOUNT DETAILS RAD CENTER (SECTOR C ) 41 t A.G.L. RAD CENTER (SECTOR B) 30 A.G.L. EAST ELEVATION EXISTING SPRINT ANTENNA 3/32" a 1' -0" 0 3 6 12 111111111101111111111111, 101011111111111111111103111111, 11111111•11111•11111111111•1111. 1111•111111•11111111111111111111111111111. 1 IUIIIr111 1111111InI1111111111�1 111 1 1 111 1 1 u 1 111 I I I r l 1 1 lit r 1 111 1 1 1 Ir 1 1 1 11111 111 111111111�1 r 1 11 Ill�lpllrill , 1114111111 11111111111111111111111, u(r rr 1111111111 Ilrn1lr�r11r1 11 1 rl1l1r► 111 11111111111111111•1111M11111111111• 1111111b .9. 1 1 1111 111 1 1 111 1 1 I I it I 11' 111 ■I 1 Ir11r111r1I1 r1111111111 III r11111r1 r 11 1 1 1 1 u mm�nrrllr 1111( lmm�nl ■ ur nu(rnullnu r rI l r ■11111 ■1111 1111' 1111( 1111111 /1111111111'.1111 11111'111111 111111111b■ uu1 :111111111rr111114r11lh1111r111 Mlle rlru 111111111111111(11111 11111111111111 111 111111111111111111 rlu 1 1 11 I 1111111 I �I Ilrl*111 rll rr 1 .Iill r 11ll1l111111 I 1/I1II 1/I1I1i1 1111 In11PIn11rnIn1I111 . ? . 11 - nit /lmun111(I 11111M1111111!11rl /11111111 111111111 ,11'Uu111Ul11,11111 .0% . Xs Nyt1q C III I 1 IIr r I n u1 I �, 1 1I 11► 11111111 r► 1111 II I 11 i111 I 1 I 11I1I11111\ I I 111I 1 I II I�r111r111I11 I II 11 r Al I� 1I 11I1I 11I I I 1 11 1 11m 111 nIrI mM. 11111U1111 11111 NIN111111'r111 . 1, 11 1 1 1 1 I I 1 1 I 1 1 ■f II II 111 t 111 t 111 I owe moo tut I 11111 ■1111 11 111 r ■ r r NMI M1111111n1'rlllrrllll 111111111111111111/11111 1 ullr 1I (1 1 1 1 111 ■ 11 1 I I I 1 1 1 I I 1 it rllrl 11/11 I I 111111 ■1111111 I 11 1 51111 1 IIiM11Il 11111 I/ IIII I I 1 1 1 1 11 1 rl ■t VI 1 111111 Ill I rr■Ir111 rn11I11r1l1l1r1l1 rr1l11 l 11111 ■1111 11111 rllll I I I I 1 1111111111111111 1I1 1l1l■ 1 I lfr /IIIr I 1 1 1 1 11 1111 1 111 1 . r I 11n11111'rin11r111 dil hlllS Ulltk1111 ■111 .11111111111 11111 r11111r1111 I 1 1 1(11111( rll u11I 111111 1 1 r 1 I I I I I I 11 rlrI lr11m1n1 I Ifl l l r I .1111111111'11111 11111 ■I1111nlr. .1111111111111 11111 11111 111111/11 �I1�I11rll. I I 1I1 1 / ■1 11 I 111 ■Ir IIV 1104•111111111111111 1 n 1111111111111•1111. mI11nur 111/1.1 ■I11/11� n I 1 •11 I 1 11.11 Illrl I I 111111 1 it III IIII tI lrl rnrl1r11r1 r IIIIUIn1•n111 ■n1r1■m1I■n11■nul■nuul►. 1 1 11.r1u. I 1 I I ■111.1 1 I 1111 111I1 Ir 11 11111111111111 111 11111n111r :h1111 /IIII 111111111111 lilt iI III Miff WEST ELEVATION 3/32 " :1' -0' 0 3 6 12 EXISTING AM GPS AND LMU ANTENNAS EXISTING AWS GPS AND LMU ANTENNAS • EXISTING SPRINT ANTENNA 41' - t 38' -6 "t A.G.L. EXISTING AWS 1900M1-1z GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS SHROUD AWS 1900M1-1z UMTS PANEL ANTENNA MOUNTED ON A MAST CM A FIBERGLASS SHROUD TO RESEMBLE A CHIMNEY. REFER TO RF01 FOR ANTENNA DETAILS AND 502 FOR MOUNT DETAILS (2) AWS 1900MHz UMTS PANEL ANTENNAS MOUNTED ON A MAST CAD A FIBERGLASS Se -IROUD TO RESEMBLE A CHIMNEY. REFER TO RF01 FOR ANTENNA DETAILS AND 503 FOR MOUNT DETAILS R4D CENTER (SECTOR C) RAD CENTER (SECTOR B) EXISTING AWS 1900M14z GSM PANEL ANTENNA ON A MAST INSIDE A FIBER SHROUD NOTE$: I. CONTRACTOR TO PROVIDE ALL REQUIRED HARDWARE NECESSARY TO FACILITATE ANTENNA CABLE ROUTING FROM EQUIPMENT TO ANTENNAS. 2. CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY TWE LOCAL AUTHORITY HAVING JURISDICTION (AH)) FOR THE LOCATION. TWE EDITION OF TWE AWJ ADOPTED CODES AND STANDARDS IN EFFECT ON TWE DATE OF CONTRACT AWARD SHALL GOVERN TWE DESIGN. 3. COLOR OF FIBERGLASS SWROUDS TO MATCH EXISTING. • RAD CENTER (SECTOR A) 35 A.G.L. EXISTING UTILITY POLE "be) •33 EXISTING SPRINT ANTENNAS RECEIVED MTV ( T' !KIP •• . OCT 2 4 2003 PERMIT CENTE GRADE 0 1 - 11111111,48 06/0) OCT 1 71113 TN1. OArAMINS R COP Y1110 INTSD AND 1$ TIM SOLE PI.OP'SRTY OP TI* WEIR . It 1$ IUD SOLELY POR ma BY T1411 OW1/R AND ITS MIL IAtU rlPISODNC.'TION OR US, CP TNIS DRAM& AND /CO THE IN CONTAINED IN IT IS NOIrIDCEN wTNON TIM YuITTLN PSINI$8104 OP TIC COOP . S 4 O >- to H a LL cc) cs� ao ° C5) a 44 4z a --hh 1-- ty �►Y u ( Y f_ 111 a A03 r �� NORTEL UMTS IBTS MINIMUM CLEARANCES DIRECTION MINIMUM CLEARANCE INDOOR CABINET INDOOR OUTDOOR', MONO CABINET REAR AND WALL on 1 1/8" on CABINET RIGHT /LEFT SIDE AND WALL on 11 13/16" 2 3/8" ABOVE THE CABINET 11 13/16" 11 13/16" _ 2 3/8" BELOW THE CABINET - - 15 3/4" IN FRONT OF THE CABINET 36 " 40 "(NOTE 1) 48 "(NOTE 2) 51 3/16" 40 "(NOTE 1) 48 "(NOTE 2) 41 1/4 "" 40 "(NOTE 1) 48 "(NOTE 2) NORTEL UMTS IBTS DIMENSIONS CABINET DEPTH x WIDTH x 1-IE IG1-IT INDOOR CABINET 23 5/8" x 23 5/8" x 65 3/4" OUTDOOR CABINET 31 3/8" x 53 1/8" x 51 3/16" -NOTE I MONO CABINET 23 5/8" x 18 1/8" x 35 1/16 " NORTEL UMTS I STS WEIGHTS AND FLOOR LOADING CABINET APPROX. MAX. WE IGI-IT INDOOR CABINET Ibs ( 3 30 05 kg) OUTDOOR CABINET 1058 Ibe (480 kg) MONO CABINET 211 Ibe ( 6 k ) NOTE 1 - INCLUDES CABLE COVER IN FRONT OF CABINET NOTE 1 - EXPOSED LIVE PARTS (LE., CABINET DOORS OPEN), GREATER THAN 150 VAC, ON ONE SIDE AND GROUNDED PARTS ON THE OTHER SIDE. NOTE 2 - EXPOSED LIVE PARTS (I.E,, CABINET DOORS OPEN), GREATER THAN 150 VAC, ON BOTH SIDES OF THE WORKSPACE (NOT GUARDED) WITH THE OPERATOR IN BETWEEN. • EQUIPMENT INFORMATION CNART N.T.S. 2 3/8" 3 3/16" 1'-6 1/8" 1' -0 9/16" 2 1/2" 1' -6 1/4" 2 3/8" 1' - 6 1/8" L OUTDOOR NORTEL UMTS MONO IBTS CABINET rmi INDOOR NORTEL UMTS IBTS CABINET FOOTPRINT .•••••••..•••..•• .__ ••••• •..••.••.••r 0 • • U O ••• •••••••... ....•.•••.. ••• ••.•.••.•. .. • •...•... O •.•••••.••......•••••••• O 0 • •r.....••.....•....•..• O L ZD sn I- r In 23 5/8" INDOOR NORTEL UMTS IBTS CABINET /4" 0 •O O 1 21 In 0 N N co 23 5/8" 15 916" EQUIPMENT LAYOUT INFORMATION N.T.S. 11 13/16" 53 I/O " L 1" 1 5/8" 2 1/16" 16 3/4" 11 11 I1 I 1 I 1 r ■ r � / 53" 49 13/16" OUTDOOR N ORTEL UM TS IBTS CABINET Il 13/16" II INDOOR NO RTEL UMTS IBTS CABINET FOOTPRINT OUTDOOF'c NORTEL UMTS IBTS CABINET FOOTPRINT lj 1) bay J I- di In d1 RECENED env nr 71 fielOwr OCT 2 4 2003 PERMIT CENTER r INPIPIES 1 l ,t4)/•17 OCT 1 7 21x3 w • TIME PRAWNS 1$ COI•YRIONTED MO ie The SOLE PROPERTY Off' T .* O10' • IT II PilliODUCED SOLELY FOR USE RY TIs OWEN ANA IT$ ANILIATI& RIIMIODUCTION 0 I USS OF THIS DRAYNNS A rOR T e INFOA'11TION CONTAINED IN IT IS 1 WITHOUT T1* MITTEN PIIIMIIMMON OF T S OWNER • l— a ao o WILL - c - 6 Z ks) 9a∎► 1— Q/ > v w 0_ L O t m v a d S S a In w hi.•• co � N U ••1■r O 9 0 • r" A04 a SECTOR ANTENNA TYPE QUANTITY DOWN TILT (MECHJELEC.) AZIMUTH (TN) RAD CENTER A G . L . (APPROX.) CABLE TYPE CABLE LENGTH (APPROX.) MAST HEAD AMPLIFIER MHA BANDWIDTH i WIDEBAND A ALLGON UXM 111sa- 211Q0 -b5 -181 -A I 2'/1' 00' a 38' -0" (2) CRSO 1813 I15' -0" 2 B ALLGON 1121 UXM 1110 - 2110 -65 -181 -A I 0 240' 38' -6" (2) CRUD 1813 10' -0" 2 WIDEBAND C ALLGON 1121 UXM 1110 - 2110 -65 -181 -A I 0'/1' 330' 4I' -0" (2) CR50 1813 10' -0" 2 WIDEBAND 190011 -Iz UMTS ANTENNA SITE REQUIREMENTS NOTE: MOUNT MHA'S TO ANTENNA MAST. r (2) EXISTING L 1 5 /8" CABLES N.T.S. AWS 1900MHz UMTS PANEL ANTENNA MOUNTED ON A MAST C/W A FIBERGLASS SHROUD TO RESEMBLE A CHIMNEY, TYP. OF 1 PER SECTOR SECTOR B AZIMUTH • 240• SECTOR A AZIMUTH ■ 50' I•) FIBERGLASS SHROUD, TYP. OF 2 to EXISTING ROOFTOP gi ANTENNA POSITION AND IDENTIFICATION PLAN EXISTING FIBERGLASS in X w SHROUD, TYP. OF 2 EXISTING AWS 1W. MI-4z GSM PANEL ANTENNA ON A MAST INSIDE A FIBERGLASS SHROUD, TYP. OF 1 PER SECTOR (2) EXISTING 1 5/8" CABLES POE e N.T.B. ANTENNA SPECIFICATIONS N.T.S. 1900M -4z UMTS MODEL ': MANUFACTURER MOUNTING BRACKET: LENGTH: WIDTH: DEPTH: WE ICI -IT: EXISTING I900MHz GSM 1121 (UXM- 1110 - 2110 -65- 181 -A) ALLGON INCLUDED 515" 6.6" 35" 222 lb.. (W/ BRACKETS) EXISTING JUMPER CABLE, TYP. JUMPER CABLE, TYP. � ANTENNA CABLE CONNECTION DETAIL (FRONT VIEW) I. F SPECIFICATIONS: ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY CONTRACTON! 2. THE DESIGN IS BASED ON RP DATA SWEETS, SIGNED AND APPROVED. 3. RADIO SIGNAL CABLE AND RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 10), CHAPTER 8. 4. ALL SPECIFIED MATERIAL FOR EACH LOCATION (EG., OUTDOORS, INDOOR - OCCUPIED, INDOORS- UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. b. RADIO SIGNAL CABLE SHALL BE SUPPOI TED AT MINIMUM CC EVERY THREE (3) FESHALL ET EXCEPT BE USED INSIDE . MONOPOLES OR LATTICE TOWERS WHERE CABLE AND CONNECTOR MANUFACTURERS SUPPORT RECOMMENDATIONS SHALL BE FOLLOWED. MANUFACTURER RECOMMENDED CABLE SUPPORT ACCESSORIES 6. DRIP LOOPS SHALL BE REQUIRED ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM TI-4E BUILDING OR OUTDOOR BTS CABINETS TO PREVENT WATER FROM ENTERING TI4ROUGH THE COAXIAL CABLE PORT. 1. ALL FEEDER LINE AND JUMPER CONNECTORS FOR UMTS SHALL BE AWS APPROVED 1/16 DIN CABLE CONNECTORS THAT MEET IP68 STANDARDS. S. WHEN MODIFYING EXISTING TDMA COAXIAL CABLES FOR UMTS USE, REMOVE ALL EXISTING N TYPE CONNECTORS WHERE FEASIBLE AND REPLACE WITH NEW 1/16 DIN CONNECTORS. 9. ALL 1/16 DIN CONNECTORS SHALL BE IP6S RATED. ALL OUTDOOR CONNECTORS AND ALL COAXIAL CABLE SHIELDING GROUND POINTS SHALL BE WEATHERPROOFED IN ACCORDANCE WITH THE FOLLOWING PROCEDURE: START WITH ANDREW WEATHERPROOFING KIT TYPE 221213. START TAPE APPROXIMATELY 5 INCHES FROM THE CONVECTOR AND WRAP 2 INCHES TOWARD THE CONNECTOR, THEN REVERSE THE TAPE SO THAT THE STICKY SIDE IS UP. TAPE OVER THE CONVECTOR OR SURGE ARRESTOR UNTIL THREE (3) TO FOUR (4) INCHES BEYOND THE CONNECTOR AND REVERSE AGAIN WITH THE STICKY SIDE DOWN FOR ANOTHER INCH OR TWO. ADD THE BUTYL RUBBER AND FINISH WITH A FINAL LAYER OF ANDREWS TAPE. 10. MHA'e/TMA'e SHALL NOT BE PAINTED. 11. ANTENNAS SHALL BE PAINTED, WHEN REQUIRED, TO MATCH EXISTING ANTENNAS IN ACCORDANCE WITH ANTENNA MANUFACTURERS' SURFACE PREPARATION AND PAINTING REQUIREMENTS. ALLGON ANTENNAS SHALL USE ALLGON SYSTEM AB; ALLGON DOCUMENT NUMBER 990323/LL. KATHRE IN TECHNICAL BULLETIN •I19 OCT. 99. 12. CABLE SHIELDS, AND TOUTER CONDUITS SHALL BE GROUNDED AT THE TOP OF THE TOWER, WITHIN 10 FEET OF THEIR CONNECTORS, AND AT THE BOTTOM OF TI4E TOWER ABOUT 6 INCHES BEFORE THEY TURN TOWARD THE FACILITY. THEY SHALL BE GROUNDED AT THE MIDPOINT OF TOWERS THAT ARE BETWEEN 150 FEET AND 300 FEET I- I1G14, AND AT INTERVALS OF 150 FEET OR LESS ON TOWERS THAT ARE HIGHER THAN 300 FEET. THEY SHALL BE ALSO GROUNDED AT THE WAVEGUIDE ENTRANCE TO THE FACILITY. 13. APPROVED GROUNDING KITS, WHICH INCLUDE GROUNDING STRAPS, SHALL BE USED TO GROUND THE COAXIAL CABLE SHIELDS, AND CONDUITS. THE GROUND CONDUCTORS FOR THE KITS AT THE TOP OF THE TOWER, AND IN THE MIDDLE SECTION OF THE TOWER, ARE BONDED DIRECTLY TO TOWER STEEL USING EXOTHERMIC, BOLTED, OR APPROVED CLAMP CONNECTIONS. 14. ALL RADIO SIGNAL CABLE SHALL BE LABELED WITH COLOR -CODED ELECTRICAL TAPE (3M SCOTCH 35, 1 MILS TI -TICK, VINYL ELECTRICAL TAPE, OR CONTRACTOR APPROVED EQUAL) AND BRASS OR STAINLESS STEEL IDENTIFICATION TAGS. 15. RECOMMENDED SURGE ARRESTORS TWAT CAN BE USED WITH THE BTS EQUIPMENT: ANDREW: 1/16 DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS HUBER+SUHNER: 1/lfa DIN M/F WIDEBAND 1/4 WAVE, GAS TUBE WITH DC BYPASS 16. DUPLEXERS AND /OR DIPLEXERS AND MOUNTING HARDWARE (J CLAMPS) WHERE REQUIRED SHALL BE SUPPLIED BY CONTRACTOR AND INSTALLED BY THE SUBCONTRACTOR 11. MNA/TMA'S TO BE INSTALLED NEAR ANTENNAS, SHALL BE SUPPLIED BY OUTER FOR INSTALLATION BY CONTRACTOR I8_ ANTENNA FEED LINE SYSTEM SWEEP TESTING SHALL BE PERFORMED AND REPORTED N ACCORDANCE WITH THE REQUIREMENTS OF AWS DOCUMENT NO. WNS -0284 (LATEST REVISION). A RADIO SIGNAL CABLE INSTALLATION WITH UNSATISFACTORY SWEEP TEST RESULTS WILL NOT BE ACCEPTED. fiyr DI` RECEIVED MTV or: Tt w p . p OCT 2 4 2003 PERMIT CENTEk ar t b ell TWIG DRAWMlb w CCPY1661flID AND is Tim soLL PAO -'LRTY OP TIE OYISR . IT I• MOM= •OLLLY POO Nis SY 7141 OYISR Op ITS NAILIATEt. I�M�OGNL'TICMr OR UNL OP mil ORAWMWr APDIOR Tws II*QIS'1ATION CONTAINED IN it IL �OIw♦IDOLN WrrNONT T+S worm 1ILRMI$IIHON Oi TIS WADI . 3 s a Q w O f 0 D Csi co r... V , 8 , C �„ � a) sE � 1;5 0. m - ..w c N F- 0 Ui IL F- � W cA W N D (T) [ Z c" F- '9 o Ill ‘p Y AL a IT I r; RFO1 • • i I9o`1Hz UMTS INSTALL WEATHERPROOF KIT AS REQUIRED ON EACH END OF JUMPER CABLE, TYP. TMA I I T1"IA Tx1/Rx1 TX2/RX2 NORTEL UMTS MONO IBIS CABINET 1/2" JUMPER CABLE, TYP. ANTENNA CABLE, TYP. SECTOR GROUND BAR MOUNTED NEAR ANTENNAS GROUND KIT, TYP. GROUND TAIL, TYP. EXISTING GROUND BAR MOUNTED TO ROOF NEAR AUIS EQUIPMENT CABINETS ANTENNA GABLE SCHEMATIC NT A. I. EXISTING 190 M'''IHz GSM r Ili / I r " I -� -� --4-- - I- 4--- r- 4-- 4 - -T -I- 0 I I I I TX1/RX1 TX2/1FEX2 EXISTING NOKIA RADIO CABINET ALL CONNECTIONS FOR THE LINTS ANTENNA SYSTEM SHALL BE 1/16 DIN TYPE CONNECTORS L J EXISTING JUMPER CABLE EXISTING SECTOR GROUND BAR MOUNTED NEAR ANTENNAS LEGEND MALE CONNECTOR DIN CONNECTOR FEMALE CONNECTOR EXISTING ANTENNA, EQUIPMENT AND /OR ANTENNA CABLE NEW ANTENNA, EQUIPMENT AND /OR ANTENNA CABLE --- 4)< V RECEIVED CITY OF Tr W'*.' r OCT 2 4 2003 PERMIT GENTLE, OCT 1 7 2013 Tw1141 MAIMS I* CO YR CIIMTE) IC 10 TM iCXE PROPERTY OP TIC OWiR . It IIIII •OLELY POI, UNI BY Tns OWE AND IT• IPIPILIATEE. 111111PROO11CTION OR UN OP TWO DRAMS AND VII T e INPORMATION =OAP= IN IT I• IRORlIDDE>N WWII, T1411 WRiT1lN PEIllIMION OP TM OY1aR . a to 0 O , CO +� V C 1` O) • m U a a. y 1 e 11. t •• v Z ILI r4.- fie C%1 co U H a 0 0 y tY (To � Z �- () \ c, I .. l V U � 0 X02 4 d a 5 L } a n ...11101110•• 0 • ILEATI.IERPROOFINCs KIT (REFER NOTE 3) CONNECTOR ANTENNA CABLE ANTENNA CABLE r 12" TO 24 ", TYP. 120" MAX. CABLE GROUND KIT NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. I , AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (REFER NOTES 1 AND 2) Q ANTENNA GABLE CxROUNDINCs KIT DETAIL N.T.S. GROUND TAILS GROUND SECTOR A ANTEPQJA CABLE GROUND KITS GROUND TAILS ANTENNA CABLE GROUND KITS EXISTING GROUND TAILS EXISTING ANTENNA CABLE GROUND KITS EXISTING NOKIA RADIO CABINET S/6-11 x 1" H1.4C6 BOLTS, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A -6056 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015 -8 NORTEL UMTS MONO IBIS CABINET, TYP. OF 3 SECTOR A GROUND BAR MOUNTED NEAR ANTENNA n Tw GREEN EXISTING GROUND CONDUCTOR EXISTING GROUND BAR MOUNTED TO ROOF NEAR AWS EQUIPMENT CABINET'S EXISTING GROUND CONDUCTOR TO EXISTING BUILDING GROUND SYSTEM !.— n TW GREEN, rrra'- s GOUNING SGHEI'1ATIC NTD. 1/16" DIA. N.T.S. GROUND TAILS COPPER GROUND BAR, 1 /4 "X 4 "X 20 ", NEWTON INSTRUMENT CO. CAT. NO. B -6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION GROUND BAR DETAIL SECTORS B AND C ANTENNA CABLE GROUND KITS INSULATORS, NEWTON INSTUMENT CAT. NO. 304∎1 -4 (INSULATORS &WALL BE ELIMINATED WHEN BONDING DIRECTLY TO TOIL LE STRUCTURE. CONNECTION TO TO(ER/MONOPOLE STRUCTURE SHALL BE PER MANUFACTURER'S RECOMMENDATION6) SECTORS B AND C GROUND BAR MOUNTED NEAR ANTENNAS GROI,IND ING SPEC IF !CAT ION GROUNDING SHALL COMPLY WITH LATEST EDITIpN OP TIaE NATIONAL ELEG?RIGd1. CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR lb S ". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. INTERCO+NECT ANTENNA GROUND LUG TO 4 2 SOLID BARE TINNED COPPER (IF APPLICABLE). S. ALL GROUNDING CONVECTORS TO BE CLEAN AND FREE CF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 6. ALL GROUND BAR CONNECTIONS ARE TO BE (2) HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF TIME GROUND BAR WILL BE PERMITTED. 1. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO TWE MANUFACTURER'S SPECIFIED VALUES. 8. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6". 9. MAXIMUM RESISTANCE OF TWE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF (5) 04-1115 TO EARTH. 10. GROUND ALL METALLIC OBJECTS WITHIN 6' -0" OF ANTENNA CABLES WITH 1 2 SOLID BARE TINNED COPPER. 11. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 12. FERROUS METAL CLIPS WHICH COMPLETELY SURROUND THE GROUND WIRE SHALL NOT BE USED. METAL CLIPS THAT DO NOT COMPLETELY SURROUND THE GROUND WIRE OR PLASTIC CLIPS ARE ACCEPTABLE. 13. GROUND BARS SHALL NOT BE FIELD MODIFIED. fari Z* I 3 . 1 ■:U r ` n , l \ i r tif RECENE[) ore or TI "(Ant A OCT 2 4 2003 PERMIT CENTER OCT 1 7 1113 TNI$ MAIMS IS COPY11914TID Yi> IS The SOLE PROPERTY GP TIe OIJ1 . IT Is PROM= SOLELY POR usi EY TIs OWER cD Its A PILII►TEt CTION OR UK OP TWIS MAW* AND/OR TI; INPORPIATION =WANED IN IT IS POR♦IVCEld WITWOIIT Tea IIIRITTEN PIIIIIMISEKIN Of TWI OMER . u Q O • I- a • cc) 4 <1 131 ; 13 1‘) 1. to - D d �� v I-. \ll (3 LU m }-- O W J 2 N Q w fa $ g 9 RFO3 RF CABLE MINIMUM BEND RADIUS r ANDREW MELIAX CABLE MODEL NUMBER COAXIAL CABLE COAXIAL CABLE NOMINAL SIZE MINIMUM BEND RADIUS FSJI -50A 1/4" (025 ") 1" (25 mm) EFX2.50 3/8" (0315 ") 115" (45 mm) FSJ2 -50 3/8" (0315 ") 1" (25 mm) FSJ4 - 505 4 F5J4RN -505 1/2" (05 ") 125" (32 mm) LDF4 •504 4 LDF4RN -50A 1/2" (0.5 ") 5" (121 mm) LDFS -50A 4 LDFSRN - 50A 1/8" (0.815 ") 10" (254 mm) VXL5 •50 1/8" (0815 ") TWO BLUE L0F6 -50 4 LDF6RN -50 1 1/4" (125 ") (381 mrn) LOF"1 -50A 4 LDFIRN -50A 1 5/8" (1.625 ") 0 08 VXL1 -50 1 5/8" (1.625 ") 15" (381 mm) LDFI2 -50 2 1/4" (225 ") 24" (610 mm) COt 1SCOPE CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL CABLE FXL 540 1/2" (0.5 ") SECTOR DELTA, D, W SFX 500 1/2" (0.5 ") CABLE D3 CR 50 540 1/2" (0.5 ") 4" (102 mm) CR 50 1010 1/8" (0.815 ") 8" (203 mm) CR 50 1813 1 5/8" (1.625 ") 15" (381 mm) RFS CABLE MODEL NUMBER COAXIAL CABLE NOMINAL SIZE COAXIAL GABLE MINIMUM !SEND RADIUS 811028 -001 811028 -F01 811028 -003 811028 -F03 1/4" ( 0.25 ") 1" (25 mm) 810911 -001 810911 -F01 810911-003 810911 -F03 3/8" (0315 ") 2" (51 mm) 810918 -001 810918 -F01 810918 -003 810918 -F03 810918 -083 810918 -F83 1/2 (05 ") 3• (16 mm) 811026 -001 811026 -F01 811026 -003 811026 -F03 81102.6 -0S3 81102.6 -F83 1/2" ( ®5 ") 13" (33 mm) 810921 -001 810921 -F01 810921 -003 810921 -F03 810921 - 083 810921 -F83 1/8" (0.815 ") 5" (121 mm) 810916 -001 a1�16..-:�1 810916 -003 810916 -F03 810916 -083 810916 -F83 1 1/4" (1.25 ") 8• (203 mm) 810920 -001 810920 -F01 810920 -003 810920 -F03 810920 -083 810920 -F83 1 5/8" ( 1625 ") 8• (203 mm) 811046 -001 811046 -F01 811046 - 003 811046 -F03 811046 -083 811046 -F83 2 1/4" (225 ") 9.5" ( 241 mm) MANUFACTURERS RECOMMENDED TORQUE VENDOR CONNECTOR (DIN) CONIs ECTOR (N) CONNECTOR (SMA) ANDREW 220 -265 IN -LS 15 -20 IN -L5 SIN -LB HUBER.SUNNER 220 -2b5 IN -LB 6-10 IN -LB 1.1 -9.1 IN -LB COMMSCOPE 220 IN -LB 15 IN -L5 NA CABLE MARKING COLOR CONVENTION TABLE SECTOR ALPHA, A, X CABLE Al CABLE A2 CABLE A3 CABLE A4 CABLE A5 CABLE A6 ONE RED TWO RED THREE RED FOUR RED FIVE RED SIX RED SECTOR B BETA, B, Y CABLE 51 CABLE 52 CABLE 53 CABLE 84 CABLE 55 CABLE B6 CNE ELUE TWO BLUE THREE BLUE FOUR BLUE FIVE BLUE SIX BLUE SECTOR GAMMA, C, Z CABLE C1 CABLE C2 CABLE C3 CABLE C4 CABLE C5 CABLE C6 ONE GREEN TWO GREEN THREE GREEN FOUR GREEN FIVE GREEN SIX GREEN SECTOR DELTA, D, W CABLE D1 CABLE D2 CABLE D3 CABLE D4 CABLE 05 CABLE Db ONE YELLOW TWO YELLOW THREE _ YELLOW FOUR YELLOW FIVE YELLOW SIX YELLOW CABLE MARKING LOCATIONS NO. TAPE TAG LOCATIONS 1. X END OF THE MAIN COAX RUN WHERE THE COAXIAL CABLE AND JUMPER TO THE ANTENNA ARE CONNECTED. 2 X X CABLE ENTRY PORT ON THE INTERIOR OF THE SHELTER. 3. X END OF JUMPER AT BTS CABINET. ANTENNA, TYP. TMA, TYP. COAX, TYP. EQUIPMENT SHELTER MALE, TYP. FEMALE, TYP. D • JUMPER CABLE, TYP. DUPLEXER OR DUPLEXER OR RF COUPLERS, TYP. D I BTS EQUIPMENT CA5LE MARKING LOCATIONS D I AC -CRAM ALL RF CABLE SHALL BE MARKED AS PER CABLE MARKING LOCATIONS TABLE BELOW: GABLE MARKING D ETAILS N.T.S. N0TE: Sector Cab lel_ ATTWS TDMA GAMMA, C, OR Z RF CABLES C2 THRU C6 AS REQ'D Cl Al BETA, B, OR Y RF CABLES B2 THRU 56 AS REQ'D ALPHA, A, OR X RF CABLES A2 THRU Ab AS REQ'D Bl NOTE: SECTOR ORIENTATION /AZIMUTH WILL VARY FROM REGION TO REGION AND IS SITE SPECIFIC. REFER TO RF REPORT FOR EACH SPECIFIC SITE TO DETERMINE THE SECTOR ORIENTATION. ANTENNA SECTOR AND CABLE DEFINITION 1. USING COLOR BANDS ON THE CABLES, MARK ALL RF CABLE BY SECTOR AND CABLE NUMBER AS SI -40UJ4 ON "CABLE MARKING COLOR CONVENTION TABLE" (EXAMPLE SECTOR ALPHA, CABLE A3 WOULD BE THREE RED BANDS). 2. THE STANDARD CABLE MARKING TAPE 15 BASED ON THE "4 NEMA" COLORED TAPES - RED, BLUE, GREEN AND YELLOW. 3. ON EXISTING SITE THE COLOR CODING SHALL FOLLOW THE EXISTING MARKET COLOR CODING. 4. IN THE ABSENCE OF AN EXISTING COLOR CODING AND TAGGING SCHEME, OR WHEN INSTALLING NEW COAXIAL CABLES, THIS GUIDELINE IS TO BE IMPLEMENTED AT THE SITE REGARDLESS OF TECHNOLOGY. • Sector Cable ATTWS GSM CABLE MARKING TAGS UMTS TDMA LINE TAG GSM LINE TAG UMTS LINE TAG TO PROVIDE ADDITIONAL IDENTIFICATION EACH RF CABLE SHALL BE IDENTIFIED WITH A METAL TAG MADE OF STAINLESS STEEL OR BRASS AND STAMPED WITH THE SECTOR, CABLE NUMBER, AND "ATTWS" TO IDENTIFY AT4T WIRELESS CABLES. THE ID MARKING LOCATIONS SHOULD BE AS PER "CABLE MARKING LOCATIONS TABLE ". THE TAG SHOULD BE ATTACHED WITH CORROSION PROOF WIRE AROUND THE CABLE. PREFERRED TAG LABELING SHOULD BE AS SHOWN ABOVE "TDMA LINE TACK" "GSM LINE TAG" AND "UMTS LINE TAG ". RF CABLE MINIMUM BEND RADIUS AND MANUFACTURER'S RECOMMENDED CONNECTOR TORQUE TABLES N.T.S. • J r.� C,\-\ nom` ro h \ ! .) 1 ,` ;. RECEIVED cry OF TI !KW' OCT 2 4 2003 PERMIT CENTEr. OCT 17 2003 • • w i twill DAMNS I♦ COn'I061+1E0 Iil� I� TI411 SOLE rAOlrSAry CP TIS 004 . IT 1$ /AOIDUCED SOLELY PPS U.S BY TWO 011141114 MG IT$ r11iIL1/►TEwi I15.01110000TION OR IME CIP TWIG DAAWN* ‘140104 TIC INPORMATIO4 CONTAI ED IN IT I. POISICICAIN WITHOUT TS WRITTEN PE*"IIMIaI OP OINKS . a 4 Q H = W co Ce eT1 Z „. ) Z �� to a M U illaMOIMMNF RFO4 i 0 AID 12" CABLE TRAY ON PVC SLEEPERS „r B SECTOR A DETAIL 3/4 "s1' -0" 0 I 2 4116 NORTEL I900MHz UMTS MONO IBTS CABINET, TYP. OF 3 EQUIPMENT MOUNTING ELEVATION 1 1/2 " =1' -0" 0 6" DASHED LINES REPRESENT ASSUMED LOCATION OF y JOISTS BELOW AWS 1900MHz UMTS PANEL ANTENNA ON MAST C/UJJ SCREENING TO RESEMBLE A CHIMNEY. REFER TO S02 FOR MOUNT DETAILS g TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST 5E VERIFIED BY CONTRACTOR 4 "x10" MOUNTING TIMBER. REFER TO 502 FOR DETAILS 2' -8" TYP. EXISTING ROOF VENT. RELOCATE IF REQUIRED e 6"x13" WOOD SLEEPER SUPPORTED OVER 2 JOISTS MIN., TYP_ OF 3 3/4"21 0 I 2 O r I- L 1 SECTOS B AND C DETAIL AWS NORTEL Ie l MWz UMT6 MONO IBT6 CABINET AWS NORTEL 1900MNz UNTO 7 - MONO IBIS CABINET SUPPORT BRACKET FASTEN WOOD SLEEPER TO ROOF JOIST WITH (2) 3/8 "x10" LONG LAG SCREWS, COUNTERSUNK 6"x8" WOOD SLEEPER, RIPPED TO SUIT SLOPE OF ROOF EXISTING SLOPED ROOF (2) AWS 1900MHz UMTS PANEL ANTENNAS ON MAST C/W SCREENING TO RESEMBLE A CHIMNEY. REFER TO 503 FOR MOUNT DETAILS DASHED LINES REPRESENT ASSUMED LOCATION OF EXISTING JOISTS BELOW 4"x10" MOUNTING TIMBER. REFER TO 503 FOR DETAILS CAE5L. E TRAY NOTES: 1. CABLE TRAY IS STEEL LADDER TYPE C (18 GA), 4" LOADING DEPTH, RUNGS AT 9" 0/C MAX. PROVIDE MATCHING COVER PLATE. SIZE IS AS SPECIFIED ON DRAWINGS. CONTRACTOR TO PROVIDE ALL ELBOWS, TEES AND OTHER FITTINGS C/W ATTACHING HARDWARE AS REQUIRED TO COMPLETE THE CABLE TRAY ROUTE. CABLE TRAY RADIUS OF CORNER PIECES TO SUIT ANTENNA CABLE BEND RADIUS. 2. CONTRACTOR TO ENSURE ALL ANTENNA AND GROUND CABLES EXIT CABLE TRAY VIA SIDEWALL PENETRATIONS C/W GROMMETS. (2) 0 12 SCREWS - 11/2 "•1' -0'" 0 6" SECTION 1 /2 a1 � - 1 H/'All 0 L IILGr// " WIDTH A6 NOTED ON DRAWINGS REFER TO NOTE 1 C.?0 EXISTING PARAPET WALL 4 14x3" WOOD SCREW, TYP. CAULK BACKSIDE OF SUPPORT BRACKET PRIOR TO INSTALLATION 4 "x4" PVC SLEEPERS • 4' -0" 0/C MAX., LENGTH TO SUIT TRAY. SET SLEEPER IN ROOFING TAR TO PREVENT MOVEMENT CABLE TAY ON FVC SLEEPERS NOTES: 1. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY Wow( ALL DIMENSIONS OF EXISTING CONSTRUCTION 644OUN ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY THE OILIER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR l*OCEED ING WITH CONSTRUCTION. 2. REINSTATE ROOFING MEMBRANE ANC) ALL FLA6HINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO BE DONE IN ,ACCORDANCE WIN CHAPTER 15 UBC 1991. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR COORDINATE WITH CONSTRUCTION MANAGER. wOO NOTES: I. ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 23 OF THE UBC 1991. ALL WOOD SHALL BE FREE OF INCISING AND /OR STRENGTH REDUCING CHEMICALS. 2. PLYWOOD SHALL BE DOUGLAS FIR -LARCH STRUCTURAL GRADE CONFORMING TO UBC STANDARDS 23 -2 AND 23 -3. PANEL SIZE SHALL BE 4'- 0 "x8' -0 ". 3. ALL FRAMING MEMBERS SHALL BE DOUGLAS FIR -LARCH NO.1/NO2 GRADE CONFORMING TO UBC STANDARD 23 -1. 4. STEEL HARDWARE SHALL BE AST/ A36 OR BETTER. BOLTS SHALL BE AST/ 4301. ALL NAILS, BOLTS AND WASHERS EXPOSED TO WEATHER SHALL BE GALVANIZED. 5. ALL WOOD AND PLYWOOD IN CONTACT WITH ROOFING MEMBRANE TO BE PRESSURE TREATED. STRUCTURAL STEEL NOTES: I. SHOP DRAWINGS FOR ALL STRUCTURAL STEEL SHALL BE SUBMITTED TO TRK ENGINEERING LTD. 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.ILS.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS,'LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH SECTION 1101 OF THE UDC 1991, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO TI-4E 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. CONFECTION BOLTS 4. ALL MATERIAL TO BE H0T DIPPED GALVANIZED AFTER FABRICATION PER AI23/Al23M- 91ae1, U.N.O. 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.IS.C. AND AIDS STANDARDS AND SHALL BE PERFORMED BY WA.B.O. CERTIFIED WELDERS USING E10 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 E10XX ELECTRODES. WELDING WITHIN 4" OF COLD SENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. ALL WELDS TO BE MINIMUM 1/4" FILLET UNLESS NOTED OTHERWISE. (UN.0) 1. COLD - FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE S1?-I0UN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE 4.1.5.5. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." S. BOLTED CONNECTIONS SHALL USE BEARING TYPE AST1 A325 BOLTS (3/4" DIA) AND SHALL HAVE A MINIMUM OF TWO BOLTS, UN.O. 9. NON - STRUCTURAL BOLTED CONNECTIONS FOR STEEL GRATING SHALL USE BEARING TYPE AST1 A301 BOLTS (5/S" DIA) UN.O. 10. ALL STEEL WOW SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN s CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH SSPC (STEEL STRUCTURES PAINTING COUNCIL) RECOMMENDED FOR EXTERIOR EXPOSURE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITI -4 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. FIEGLASS NOTES: I. ALL FIBERGLASS REINFORCED POLYMER (FRP) COMPOSITE PRODUCTS SHALL BE IN ACCORDANCE WITH AST/ E 84 TUNNEL TEST METHOD AND UBC 1991, CLASS I, FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DENSITY DEVELOPED RATING OF 450 OR LESS. FRP PANELS ARE TO BE UV RESISTANT FOR EXTERIOR EXPOSURE AND MUST BE RF TRANSPARENT TO ALLOW UNIMPEDED ANTENNA SIGNAL PROPAGATION. 2. THE MATERIAL SPECIFIED SHALL BE FURNISHED BY A REPUTABLE AND QUALIFIED MANUFACTURER OF DEMONSTRATED ABILITY WN0 HAS ROUTINELY ENGAGED IN THE MANUFACTURE OF FRP COMPOSITES. SUBSTITUTION OF ANY COMPONENT OR MODIFICATION OF SYSTEM SHALL BE MADE ONLY WHEN APPROVED BY TRK ENGINEERING LTD. 3. ALL FASTENING HARDWARE TO BE STAINLESS STEEL UNLESS NOTED OTHERWISE, MIN. OF 6" 0 /C. 4. COLOR OF FIBERGLASS TO BE GALVANIZED GRAY. MANUFACTURER TO PROVIDE A COLOR SAMPLE TO THE CONSTRUCTION MANAGER AND LANDLORD FOR APPROVAL PRIOR TO FABRICATION. S. PROVIDE 3 SETS OF SHOP DRAWINGS FOR APPROVAL BY TRK ENGINEERING LTD. 14 DAYS PRIOR TO FABRICATION. 6. MANUFACTURER'S CATALOG OF ALL PRODUCT DATA SHALL BE SUBMITTED ALONG WITH SHOP DRAWINGS. RECEIVED A APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) APPLY "FIRESTONE" WATER BLOCK SEAL (OR APPROVED EQUAL) TO BACKSIDE OF SUPPORT BRACKET PRIOR TO INSTALLATION LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER Mom 11/OberS OCT 1 l 2113 e 11/2 "s 1' -0" O 6" ASTM A36, Fy 36K5I ASTM A512, Fy 50 KSI AST/ A53, Fy 35 KSI AST/ A500, Fy 46 KSI AST/ 4301 AST/ A325 TWIST OFF TYPE OCT 2 4 2003 PERMIT CENTER FASTEN MOUNT TO WOOD WITH 1/4" DIA, x 4" LONG LAG SCREWS, TYP. PRE -DRILL HOLES AND FILL WITH CAULKING PRIOR TO INSTALLING LAGS 6 "x8" WOOD SLEEPER, RIPPED TO SUIT SLOPE OF ROOF $OPREMA SUPRASEAL 1100 PEEL 41 STICK MEMBRANE OVER TIMBER APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION EQUIPMENT FASTENINCx D ETAIL 1► ib TI4l$ DRM*13 w COP'?1S . TWD "Yle, I• Tug SOLE rooPorY Gog T14 001111 . IT I• �AOON D SOUL.' POR Nit $Y Tig mew ,YO its 4104 TION OR LOB ON TM* DR IO rMD THE INPOONMATION CONTAINED P4 It It A RoICK7 IINT1i pd out Tai worm I•aGN CP tIS men . a 0 Q as o r ., ,- Is • C co aa 8 -E ° - E C @I ! t -8 .8 fl Ili 1 a ` 0.' V Z N C co U4 N. n N U F- al ur- 9 - <1; ir- to - al ` 0 .. l H U I T ) „?._ 0 a_ t O 51 )- va , dD 9" 1 0 3 ; 9 t l a 1 a n 1 ' # 3 6 SOl • • �� goo PL 1/4" PIPE CAP PROVIDE BIRD SCREEN AT TOP O e EXISTING PARAPET WALL CONSTRUCTION ASSUMED M 2"x4" +� 16" O_C. WITH 1/2" - PLYWOOD SHEATHING NAILED AT PERIMETER in WITH 6d NAILS AT 6" 0/C (CONFIRM) U- f- ir) O e w OL EXISTING FRAMING: 2 "x10" AT 16" 0/C SPANNING 16' -0" OR LESS WITH 5/8" 544EATHING (ASSUMED) REFER TO S01 • se O L T 7 , :/// 4 OF MAST ELEVATION 1" =1'_0" 0 2 L 3 "x3 "x1/4" FRAME ANGLE, TYP. 2"x4" FRP TRIM 1/2" DIA_ FRAME BOLTS, TYP. PL 3/8 "x6" SPOKE, TYP. ANTENNA INSTALLED BY CONTRACTOR 1/4" FRP PANEL 3 "x3 "x1 /4" FRP VERTICAL FRAME ANGLES PL 3/8 "x6" SPOKE, TYP. 1/2" DIA. FRAME BOLTS, TYP. L 3 "x3 "x1/4" FRAME ANGLE, TYP. PROVIDE BIRD SCREEN AT BOTTOM 5/8" U -BOLT PROVIDED WITI -4 MOUNT VALMONT MICROFLECT "CORNER MOUNT" (PART • B2024) ONE BRACKET REQUIRED 4 1/2" O.D. STANDARD PIPE MAST FIELD FABRICATED PIPE FLASHING TO SUIT ROOF SLOPE, ROOF MEMBRANE AND PIPE SIZE EXISTING SLOPED SUSPENDED ROOFING PL 3/8 "x8 "x8" BASE PLATE 4 "x10" P.T. TIMBER EXISTING JOIST SIZE, SPACING, SPAN, AND SPAN DIRECTION TO BE VERIFIED B1' CONTRACTOR Ilk 10" 1' -8" SECTION 1 1/2 " =1' -0" 0 6" 4F 4 PL 3/8" SPOKE, TYP. OF 4 PL 3/8 "x6" INNER CLAMP RING TO MATCH PIPE DIA. (2) 1/2" DIA. BOLTS C/W NUTS 4 WASHERS E&S., TYP. 4 1/2" O.D. STANDARD PIPE MAST L 3 "x3 "x1/4" FRP VERTICAL L 3 "x3 "x1 /4" FRAME ANGLE, TYP. 1/4" FRP SHROUD PANEL e $ ISOMETRIC • • r • r r r r or r r 2"x4" FRP TRIM 1/4" FRP PANEL SPACER PLATE, TYP. OF 8 ANTENNA INSTALLED BY CONTRACTOR PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. GRIND INSIDE FILLET OF VERTICAL FRP ANGLE TO ACCEPT FRAME ANGLE CONNECTION, TYP. PROVIDE HOLES AS REQUIRED TO ACCOMMODATE 1/2" DIA. FRAME BOLTS FASTEN REMOVABLE FRP PANELS WITH SS 1/4" BOLT C/W NUT AND WASHER AT 6" 0 /C, TYP. EPDXY WELD NUT E><ISTING FRAMING IS ASSUMED. CONTRACTOR TO CONFIRM FRAMING PRIOR TO CONSTRUCTION. NOTIFY ENGINEE OF ANY DISCREPANCIES. SECTION 1 1/2"21 0 6" PL 3/8" SPOKE, TYP. OF 4 4 1/2" OD. STANDARD PIPE MAST (2) 1/2" DIA. BOLTS CAD NUTS 4 WASHERS E.S., TYP. 4 L 3 "x3 "x1/4" FRAME ANGLE, TYP. L 3 "x3 "x1/4" FRP VERTICAL I , • e "" LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) APPLY "FIRESTONE" WATER BLOCK SEAL (OR APPROVED EQUAL) TO U/S OF PLATE PRIOR TO INSTALLATION J NOTES; I. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OP EXISTING CONSTRUCTION SHOL N ON THE DRAWINGS MUST BE VERIFIED. CONTRACTOR SHALL NOTIFY THE OILER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 2. REFER TO S01 FOR WOOD, STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 3. REINSTATE ROOFING MEMBRANE AND ALL FLASHING IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO BE DONE IN ACCORDANCE WITH CHAPTER 15 UBC 1991. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR COORDINATE WITH CONSTRUCTION MANAGER 4. ANTENNA SCREENING TO ALLOW UNIMPEDED ANTENNA SIGNAL PROPAGATION. 3 "x6" TIMBER FASTENED TO PARAPET WALL STUDS AT EACH STUD WITH (2) 1/4" x 6" LONG LAG SCREWS AT 12" 0/C (6 TOTAL ENGAGING 3 STUDS) AND 6 12 WOOD SCREWS BETWEEN STUDS. COUNTERSINK HEADS FASTEN MOUNT TO WOOD WITH (3) 5/8" DIA. x 6" LONG LAG SCREWS, TYP. EACH SIDE. PRE -DRILL HOLES AND FILL WITH CAULKING PRIOR TO INSTALLING LAGS APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION SOPREMA SUPRASEAL 1100 PEEL I STICK MEMBRANE OVER TIMBER C 3 "x TIME ATTACHMENT DETAIL - I 1 1/2 " =1' -0" 0 6" 1 10, 1 "" 's s ti FASTEN ANTENNA MAST BASE PLATE TO TIMBER WITH (4) 1/2" DIA. x 6" LONG LAG SCREWS 4"x10" P.T. TIMBER FASTEN TIMBER TO EXISTING FRAMINCs AT EACH JOIST WITH (2) 1/4" DIA. x 8" LONG LAG SCREWS. COUNTERSINK IF REQUIRED 1 APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION EXISTING FRAMING ANTENNA BASE CONNECTION DETAIL e 6" 111■111111=1 r RECEIVED r.1Tr OF 71 /KM A OCT 2 4 2003 PERMIT CENTER — � -11 1 06. OTAL ♦i SPIr 41 itkii d) T 1 T 2013 • w • N TNI• DR AN* 1• C,OI•YRWTsp AND IS Tti SOLI MO''SRr( OP T� OW�R . IT I• rROOIi= SOLELY POR UK MY TIC O LP ,iip IT• A}FILIATlS. IMI}ROOUOTION OR NSI Off' TN10 DRAIIN►& •I41P/OR THE IIEtOSPIATIC• CONTAIMED N4 IT 1• POMPOM W1TWOUT Tea WRITTIN 1ls1 1IS•10N OIL Ng mei . • 4 w Q to 0 O O -V co to w O) d 8 -e 0 -.2 tv of 1 CO t i O. O 1 2 O 0) V z N co co ti tv :I NI Li- 0 0 9 1 Ai th FO 0 9 / 9 S02 ■ • a EX I ST ING FRAMING IS ASSUMED. CONTRACTOR TO CONFIRM FRAMING FRIOR TO CONSTRUCTION. NOTIFY ENGINEE OF ANY DISCREPANCIES. PL 1/4" END CAP PROVIDE BIRD SCREEN AT TOP L 3 "x3 "xl /4" RING ANGLE, TYP. 2"x4" FRP TRIM 1/2" DIA. FRAME BOLTS, TYP_ PL 3/8 "x6" SPOKE, TY ANTENNAS INSTALLED BY CONTRACTOR 1/4" FRP PANEL 3 "x3 "x1 /4" FRP VERTICAL FRAME ANGLES PL 3/8"x6" SPOKE, TYP. L 4 "x2 "x1/4" FRAME ANGLE CUT FROM L4 "x3 "x1/4 ", TYP. I/2" DIA. FRAME BOLTS, TYP. 3 "x6" FASTENED TO PARAPET WALL STUDS AT EACH STUD WITI -1 (2) 1/4" x 6" LONG LAG SCREWS (6 TOTAL ENGAGING 3 STUDS) PROVIDE C BIRD SCREEN _ AT BOTTOM VALMONT MICROFLECT "CORNER MOUNT" (PART • B2024) ONE BRACKET REQUIRED EXISTINCs SLOPED SUSPENDED ROOF ING 4"x10" P.T. TIMBER V 0 EXISTING FRAMING: 2 "x10" • 16" 0/C SPANNING 16' -0" OR LESS WITH 5/8" SHEATHING (ASSUMED) REFER TO 601 0 - II II II 11 II II II II I II I II II I I I II I I II I II 1 U •1 I_ O II I II II II II II II II II II II II II II II II II I II II II II II II II II II II II II II II II II II II II I II II II I II II II II I I II I I I II I II II II II L FIELD FABRICATED PIPE FLASHING TO SUIT ROOF SLOPE, ROOF MEMBRANE AND PIPE SIZE I I 4 1/2" O.D. STANDARD PIPE MAST PL 3/0"x8 "x8" BASE PLATE OF MAST II I I II II II I I II II II II II II II II II II II yL II li I' I I II II II Ci ELEvATION 1 w } LL w d`) PL 3/8 "x6" SPOKE, TYP. L 3 "x2 "x1/4" RING ANGLE, TYP. 5/8" U -BOLT PROVIDED WITH MOUNT EXISTING PARAPET WALL CONSTRUCTION ASSUMED 2"x4" • 16" O.C. WITH 1/2" PLYWOOD SHEATHING NAILED AT PERIMETER WITH 6d NAILS AT 6" 0/C (CONFIRM) PL 3/8 " INNER CLAMP RING TO MATCH PIPE DIA. 1/4" FRP SHROUD PANEL 11 1/2" 1' -4" OUTSIDE OF VERTS. 4 SECTION 1 1/2 " =1' -0" O 6 1 l!!!! PL 3/8" SPOKE, TYP. OF 4 4 1/2" O.D. STANDARD PIPE MAST L 3 "x2 "x1 /4" FRAME ANGLE, TYP. ,..�_ (2) 1/2" DIA. BOLTS C/W NUTS I WASHERS E.S., TYP. L 3 "x3 "x1/4" FRP VERTICAL PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. 1/4" FRP SHROUD PANEL EXISTING JOIST SIZE, SPACING, SPAN, AND SPAN DIRECTION TO BE VERIFIED BT CONTRACTOR SPACER PLATE, TYP. OF 12 11 1/2" 1 OUTSIDE OF VERTS. SECTION 1 1/2 "•1' -0" 0 6" S • • ISOMETRIC N.T.S. 4. • • PL 3/8" INNER CLAMP RING TO MATCH PIPE DIA. 2"x4" FRP TRIM ANTENNAS INSTALLED BY CONTRACTOR 1/4" FRP PANEL (2) 1/2" DIA. BOLTS C/W NUTS 4 WASHERS E S., TYP. PL 3/8" SPOKE, TYP. OF 4 4 1/2" OD. STANDARD PIPE MAST L 4 "x2 "x1/4" FRAME ANGLE CUT FROM L4 "x3 "xI /4 ", TYP. (2) 1/2" DIA. BOLTS C4U NUTS a WASHERS E.S., TYP. L 3 "x3 "x1 /4" FRP VERTICAL SECTION GRIND INSIDE FILLET OF VERTICAL FRP ANGLE TO ACCEPT FRAME ANGLE CONNECTION, TYP. PROVIDE HOLES AS REQUIRED TO e„ ,„/-- ACCOMODATE 1/2" DIA. FRAME BOLTS FASTEN UPPER REMOVABLE FRP PANELS WITH 55 1/4" BOLT C/W NUT AND WASHER AT 6" 0 /C, TYP. EPDXY WELD NUT TO VERTICAL NOTCH PANELS AS REQUIRED TO ACCOMODATE 1/2" DIA. FRAME BOLTS 1 1/2 "•1' -0" 0 6" FASTEN UPPER REMOVABLE FRP PANELS WITH SS 1/4" BOLT C/W NUT AND WASHER AT 6" 0/C, TYP. EPDXY WELD NUT TO VERTICAL w PL 3/8" SPOKE, TYP. OP 4 4 1/2" O.D. STANDARD PIPE MAST L 3 "x3 "x1/4" FRAME ANGLE, TYP. 3 "x3 "x1 /4" FRP VERTICAL FRAME ANGLE LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) APPLY "FIRESTONE" WATER BLOCK SEAL (OR APPROVED EQUAL) TO U/S OF PLATE PRIOR TO INSTALLATION 3 "xro" TIMBER ATTACHMENT DETAIL 1 1/2 II =1 -/ O b NOTES: I. CONTRACTOR SHALL VERIFY ALL. EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOUN ON THE DRAWINGS MUST DE VERIFIED. CONTRACTOR SHALL NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 2. REFER TO S01 FOR WOOD, STRUCTURAL STEEL AND FIBERGLASS SPECIFICATIONS. 3. REINSTATE ROOFING MEMBRANE AND ALL FLASHINGS IN AFFECTED AREA WITH COMPATIBLE ROOFING SYSTEM TO MAINTAIN CONTINUITY OF MEMBRANE AND ROOF DRAINAGE. ALL ROOFING WORK TO BE DONE IN ACCORDANCE WITH CHAPTER 15 USG 199'1. CONTRACTOR TO PROVIDE APPROPRIATE WARRANTY FOR ROOF REPAIR. COORDINATE WITH CONSTRUCTION MANAGER. 4. ANTENNA SCREENING TO ALLOW UNIMPEDED ANTENNA SIGNAL PROPAGATION. II 1 1 1/2 "•1' -0" 0 6" 1 3"x6" FASTENED TO PARAPET WALL STUDS AT EACH STUD WITH (2) 1/4" x 6" LONG LAG SCREWS • 12" 0/C (6 TOTAL ENGAGING 3 STUDS) AND '12 WOOD SCREWS BETWEEN STUDS. COUNTERSINK HEADS FASTEN MOUNT TO WOOD WITH (3) 5/8" DIA. x 6" LONG LAG SCREWS, TYP. EACH SIDE. PRE -DRILL HOLES AND FILL WITH CAULKING PRIOR TO INSTALLING LAGS APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION SOPREMA SUPRASEAL 1100 PEEL t STICK MEMBRANE OVER TIMBER A (CC //7117/, if 1" 1 or FASTEN ANTENNA MAST SASE PLATE TO TIMBER WITI -1 (4) 1/2" DIA. x 6" LONG LAG SCREWS FASTEN TIMBER TO EXISTING FRAMING AT EACH JOIST WITH (2) 1/4" DIA. x 8" LONG LAG SCREWS. COUNTERSINK IF REQUIRED 4 "x10" P.T. TIMBER APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION EXISTING ANTENNA BASE CONNECTION DET RECEIVED cry OF n 1KW,i A oc 2 4 2003 T CENTER 1 Of OCT 1 11103 T■1, mums is COP YRIOi4TWD M' I• 114111 SOLE PERT'' ON n* OAR . IT 1• PollOPUOID SOLELY NOR UWE SY NS OY*am ,� IT. ,Y�ILI.TE$. 1�1"III000CTION OR UN OP TWIS MAO* ANCO/OMt The II�TIoN CONT,APSD M IT 1S P0111111IDDEN WITHOUT 144 111011ITTpd 1~ENIVII66Icw OP TIC 01114111R . a a 4 4 En 0 rr++ • 4 1` V it to • cri < 'E &zi' 0 i 0 c ra CD CL 0 m 0 IQ I U 0) C N co Z U f a m Ul (k CT) al Q z 3 O∎ f- - Q to ILI -j v � m to d 1 4 - .7c) 3 F- d) I cv CO 01 9" 9 if • 3 ; S03 ( Who.. • • '1 LECTIC4L SPECIFICATION 1. ALL ELECTRICAL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE NOTIONAL ELECTRICAL CODE. 2. COMPLY WITH TkE LATEST EDITION OF THE UNIFORM !BUILDING CODE, THE REQUIREMENTS OF ALL APPLICABLE MUNICIPAL AND STATE CODES AND REGULATIONS, AND UTILITY GUIDELINES. 3. PERFORM ALL VERIFICATION, OBSERVATIONS, TESTING AND EXAMINATION OF WORK PRIOR TO THE ORDERING: OF ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE CONSTRUCTION MANAGER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. PROVIDE LABOR, MATERIALS, MISCELLANEOUS SERVICES, EQUIPMENT IDENTIFICATION (BY MEANS OF LAMACOID NAMEPLATES), TESTING AND BALANCING AND ANY OTHER ITEMS NECESSARY TO COMPLETE THE WORK SHOWN AND SPECIFIED. INCLUDE ALL ITEMS NECESSARY TO COMPLY WITH CODES AND AUTHORITIES HAVING JURISDICTION AND NECESSARY FOR COMPLETE AND OPERATING ELECTRICAL SYSTEMS. WORK SHALL BE PERFORMED IN AN ACCEPTABLE MANNER BY SKILLED TRADESMEN. ANY UNSATISFACTORY WORKMANSHIP SHALL BE REPLACED TO THE SATISFACTION OF THE CONSULTANT. 5. PROTECT WORK OF THIS AND OTHER TRADES, EXISTING FINISHES, SYSTEMS AND SERVICES WHICH MUST REMAIN IN OPERATION. REPLACE AND /OR REINSTALL ANY EXISTING DEVICES WHICH ARE TO REMAIN THAT ARE IMPROPERLY INSTALLED OR CREATE ANY INTERFERENCES WITH NEW CONSTRUCTION. 6. MINIMIZE DISRUPTION TO EXISTING SERVICES WHERE NEW WIRING WILL BE CONNECTED TO THE EXISTING. ARRANGE WITH THE OWNER FOR A SHUTDOWN PERIOD SATISFACTORY TO BOTH PARTIES. 1. ALL WIRING SHALL BE SIZED AS INDICATED, WITH MINIMUM 600v THHN INSULATION. ALL NEW WIRING SHALL BE COLOR CODED COPPER, MINIMUM 0 12 AWG TI-11-1N AND MINIMUM "10 AWG OVER 15 FEET UNLESS NOTED OTHERWISE. WIRE SHALL BE RUN CONCEALED IN EMT UNLESS OTHERWISE NOTED. CONCEALED AC -90 CAN BE USED FOR DOWN DROPS FROM OUTLET TO EQUIPMENT AND IN PARTITIONS UNLESS PROHIBITED BY CODE OR OTHERWISE NOTED. AC -90 MAY BE RUN UP TO 20 FEET IN CEILING SPACE. ALL AC -90 AND CONDUIT SHALL BE SUPPORTED AS HIGH AS POSSIBLE ABOVE CEILING TO ALLOW REMOVAL OF ALL CEILING TILES AND LUMINARIES ETC. CABLES ARE NOT PERMITTED TO REST ON SUSPENDED CEILING. 8. ALL WIRING, DEVICES AND EQUIPMENT SHALL BE NEW AND UL APPROVED. EQUIPMENT OF SAME TYPE SHALL BE OF THE SAME MANUFACTURER. 9. THOROUGHLY INVESTIGATE ALL EXISTING PANELBOARD(S) INVOLVED WITH THE PROJECT AND DETERMINE WHICH CIRCUITS SERVE THE AREA OF THIS PROJECT. ENSURE CIRCUIT CONTINUITY OF ALL EXISTING AREAS ARE NOT AFFECTED BY THE PROJECT. 10. WHEN SUPPLYING POWER FROM AN EXISTING PANELBOARD, PROVIDE NEW CIRCUIT PROTECTION DEVICE TO MATCH THE EXISTING PANEL BOARD TYPE AND A.I.G. RATING AND AS NECESSARY TO MEET THE CIRCUIT REQUIREMENTS SHOWN ON THE DRAWINGS. NEW CIRCUIT BREAKERS SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 11. REARRANGE CIRCUITING AS NECESSARY TO ENSURE A BALANCED LOAD ACROSS ALL PHASES OF PANELBOARDS INVOLVED WITH THE PROJECT. 12. PERMANENTLY TAG EACH CONDUCTOR OF EVERY SYSTEM IN EACH PANELBOARD, PULL BOX, J -BOX, SWITCH BOX, ETC. 13. ALL CIRCUIT BREAKERS, FUSES, AND ELECTRICAL EQUIPMENT SHALL NAVE AN INTERRUPTING SHORT CIRCUIT CURRENT RATING EXCEEDING THAT TO WHICH THEY MAY BE SUBJECTED, (AS NOTED ON DRAWINGS), AND A MINIMUM 10000 A.I.C. 14. PROVIDE A SUITABLE INDEPENDENTLY SUPPORTED AND APPROVED OUTLET BOX FOR EACH LUMINAIRE, SWITCH, RECEPTACLE AND OTHER DEVICE. OUTLET BOX SHALL BE COMPLETE WITH COVER PLATE LABELED TO INDICATE BRANCH CIRCUITS CONTAINED THEREIN. WHERE DEVICES OTHER THAN COMMUNICATION OUTLETS ARE SHOWN GROUPED TOGETHER, THEY SHALL BE MOUNTED IN A COMMON OUTLET BOX WITH SUITABLE BARRIERS AS REQUIRED. PROVIDE COMMON COVER PLATES OVER ALL DEVICES. 15. INSTALL A 200Ib. RATED 1/8 " NYLON PULL CORD IN ALL EMPTY CONDUITS. 16. PROVIDE ALL NECESSARY GROUNDING AS REQUIRED BY LOCAL AUTHORITIES AND TuE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 11. ALL INSULATED GROUND CABLE TO BE GREEN STRANDED COPPER. 18. PROVIDE A SEPARATE GROUND WIRE IN ALL RACEWAYS AND CABLES. 19. ALL PANELBOARD DIRECTORIES INVOLVED WITH THE PROJECT SHALL BE UPDATED AND REPRINTED TO REFLECT ALL CHANGES ASSOCIATED WITH ELECTRICAL INSTALLATION/RENOVATION. 2 0.UNLESS NOTED OTHERWISE, WIRES *8 AND LARGER ARE TO BE STRANDED AND WIRES *10 AND SMALLER ARE TO BE SOLID. CIRCUIT DESCRIPTION NOKIA METROSITE CABINET NOKIA METROSITE CABINET SURGE ARRESTOR NOTE: 1. EXISTING BREAKERS SHOWN PANEL SCHEDULE (1004MP) 204 --0 20A -- -o 3cA n A R 204 RECEPTACLE 210A 0- NORTEL UMTS MONO IBIS CABINET 0--- -- CIRCUIT DESCRIPTION 20•4 G Cy-- NORTEL UMTS MONO IBIS CABINET 20AG O- NORTEL UMTS MONO IBIS CABINET • EXISTING CONDUCTORS EXISTING I00A, 120/208V, IP1-1, 3W PANELBOARD EXISTING 100A, 208v, 2P MAN CIRCUIT BREAKER EXISTING BREAKER, TYP. • 1004 3 - THHN PLUS 0 12 GROUND IN 1/2" LIQUIDTIGNT FLEXIBLE METAL CONDUIT NORTEL UMTS MONO IBIS CABINET, TYP. CF 3 0 -O 0 20A, IP 204, 1P 20A, 2P 20A, 2P 40 --. • 20A, 2P H Th SINGLE LINE I4G4M C EXISTING CIRCUIT BREAKER EXISTING LOAD, TYP. 20A, 208V, 2P CIRCUIT BREAKER TO MATCH EXISTING, TYP. OF 3 1)03 -3 OCT 2 4 2003 PERMIT CENTER 0�9E HARD PERMIT AND APPROVAL Twin OAiWIMs~ w COp"v01I41•4T/D AND IS Tl.S SOLI P'ROPs*w OP Tim OIINSR . IT III PISOOtIOW &OLELY POOA IIK RY 7141 OMNI AND Its AIiILIATU. 141p1100ucTION OR AS OP TM. MAIMS AN DICot Tl S wroariAncr4 CON TAMID IN IT N POis1DOIN IINTWCNT T44 Y61ITTVt PEAP11iMON Oi TIC OYISR . a u 4 tO 1- a Wc O) � ET1 Z es "13 a <1 6) 9 0 St � - 1 6 - } U a_ • 4 0 } 0 v E01 - 11 " r v I -1 i BLOCK BLOCK 0 ALARM 0 TELCO 0 ? - e 0 - - e e ■ o • R ® E - e • - • 4 • e • - • e - • e Mb s = -_ e O • O - e e- - o e e- UN 111. __ __ m a_ e ee PP CP - .. ° - e o - e • e e _ IMMI e - - - - _ - - - -_ - - - - • O e !f IN e OM E e • e O l• • r e • • e e e e 0 • e • e e e o .. I. OD WO _ O s 10 e lb NM e PP 0 .. . e o e .o e e an NO rw wwwwww fli um me I inITTMWITIMITTIMMIIIMMMITIM � oo�000e00000000i0000aooe000n000�000�a0000�000000a L_N' W'YY'Y V Y'YYY'YY W' W'Y'YY'Y' W'1il'Y'Y'YYYY'YY' W'MM'Y' W Y'MYYYY'YYld_ romomo J I I 1 = II ii++ 1 7 E0±0±0 N O FUTURE TVSS 1 t 11" nat i rw wwwwww fli um me I inITTMWITIMITTIMMIIIMMMITIM � oo�000e00000000i0000aooe000n000�000�a0000�000000a L_N' W'YY'Y V Y'YYY'YY W' W'Y'YY'Y' W'1il'Y'Y'YYYY'YY' W'MM'Y' W Y'MYYYY'YYld_ TRUE NORTH ARROW SHOWN ON THIS DRAWING IS APPROXIMATE ONLY AND MUST BE VERIFIED BY CONTRACTOR EXISTING GROUND BAR MOUNTED TO ROOF NEAR AWS EQUIPMENT CABINETS EXISTING NOKIA METROSITE CABINETS NOTE: ROUTE GROUND AND AC POWER CABLES ALONG EXISTING PARAPET WALL NNN__ _EXISTING 100A, 120/208V, 1PH, 3W AC PANELBOARD. PROVIDE (3) 20A, 2P CIRCUIT BREAKERS TO MATCH EXISTING EXISTING TELCO DEMARC. REFER TO DETAIL 3 I ELECTRICAL LAYOUT 3/4" =1' -0" 0 1 2 1" LIQUIDTIGHT FLEXIBLE METAL CONDUIT C/W PULLROPE (ALARM AND Ti CABLE SUPPLIED AND INSTALLED BY NORTEL) 3 -.12 T1-14-1N PLUS 'I2 GROUND IN 1/2" LIQUIDTIGHT FLEXIBLE METAL CONDUIT NORTEL UMTS MONO IBIS CABINET, TYP. OF 3 (OR EQUIVALENT) (S) SIEMON 5208 WIRE SPOO (1) 20X20X8 NEMA 3R CABINET MILBANK 2020S-TC3R (OR EQUIVALENT) (1) 11XI1X0.15 1 -PLY A -D PLYWOOD PANEL MILBANK A- 16P16W (OR EQUIVALENT) 11 NOTES: (2) SIEMON 666M1 -50 TERMINAL BLOCK (OR EQUIVALENT) (2) SIEMON SAI -50 BRIDGING CLIPS (OR EQUIVALENT) (2) SIEMON MC4 COVER (OR EQUIVALENT) (2) SIEMON MC4- LBL -25 (OR EQUIVALENT) QETIS2tL I. OPTION 1 IS PREFERRED COMBINING BOTH TELCO TVS$ AND SITE ALARTI BLOCK IN SAME CABINET. 2. PROVIDE OPTION 2 WHEN EXISTING TELCO BOX CANNOT ACCOMMODATE SITE ALARM BLOCK CONNECT BOTH BOXES WITH MINIMUM 1 1/4" CONDUIT. • PORT MARKED "PROTECTED" RJ48, TYP. PLASTIC NOTCH LABEL NOTE (1) ATLANTIC SCIENTIFIC PN: 90100 TVSS (I) ATLANTIC SCIENTIFIC PN: 21605 DIN RAIL I , TW GREEN 1 -1-1OLE LUG T4B 54105 (OR EQUIVALENT) , TW GREEN 025 X 015" GRD STUDS 1.00" 0/C WITH "KEPS" LOCK NUTS REMOVE CABINET PAINT UNDER LUGS AND APPLY ANTIOXIDANT (REFER NOTE 2) WEATHERPROOF GROMMET (10') 46 TW GREEN 2 PAIR CAT 5 UTP CABLE TO TELCO NIU TO RADIO CABINET (NOKI A/E*IC660N/NORTEL ) T1 -SURGE SUPPRESSOR ATLANTIC SCIENTIFIC GAT. NO. 90100 DIN RAIL ATLANTIC SCIENTIFIC CAT. NO. 21601 (REFER TO NOTE 1) PORT MARKED "UNPROTECTED" RJ48, TYP. 1. MOUNT SURGE SUPPRESSOR ON EXISTING DIN RAIL IF AVAILABLE, OTHERWISE PROVIDE ATLANTIC SCIENTIFIC CAT. NO. 21605, 5 ", 4 -UNIT DIN RAIL, OR EQUAL, AND SECURELY MOUNT TO TELCO BOARD. RING TONGUE COMPRESSION TERMINAL (REFER TO NOTE 2) '16 TW GREEN TO MAIN GROUND BAR OR GROUNDED ENCLOSURE 2. ATTACH GROUND WIRE TO THE DIN RAIL, SEPARATELY FROM THE RAIL MOUNTING HARDWARE, USING STAINLESS STEEL BOLT, LOCKING WASHER AND NUT OR SELF-TAPPING MACHINE SCREW THAT FIRMLY GRIPS THE DIN RAIL. 3. SURGE SUPPRESSOR MAY SE ORIENTED TO SUIT SITE REQUIREMENTS. % TW GREEN 2 -1-1OLE TtS 54205 (OR EQUIVALENT) T1 SURGE SUFFESSOR N.T.S. (1) 20x20x8 NEMA 3R CABINET MILBANK 20208 -TC3R (OR EQUIVALENT) (1) I1x11x0.15 1 -PLY A -D PLYWOOD PANEL MILBANK A- 16P16W (OR EQUIVALENT) OPT ION 2 (1) SIEMON (1) SIEMON (1) SIEMON (1) SIEMON Q Tb. CABINET !DETAIL FOR TELCO ANC:). ALARM INTERFACES (S) SIEMON 520B WIRE SPOOL (OR EQUIVALENT) OCT 2 4 2003 566M1 -50 TERMINAL BLOCK (OR kNT) SAI -50 BRIDGING CLIPS (OR EQUIVALENT) MC4 COVER (OR EQUIVALENT) MC4- L5L -25 (OR EQUIVALENT) • r m Tom► IT, AN FrEQU1RED I T144 MAME 1$ COPYRk1111TEp AND Is The 60LE ARTY Of t$4 011,11411% . IT IS r11000C110 SOLELY POR UBE SY T►i OMER AND IT, Y*ILIATEU. RE7•A00UCTION OR U/i OP Two 0443,18 14D/OR THE •fOSKIAI0N =WANED IN IT IS POstwDOEN WTIIOUT THE atITTEN PERfi'II66ION OF Till alma Q to IF- U U1 0- I- 1 111 °Z° W O)0 t � Q a") z a <4: Z ire. as v cal In v t 9 3 w E02 low. wo, 2489 -i-I-STTLLIJA5G19-E02 ELECTRICAL LAYOUT DESCRIPTION