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Plans (103)r PROPRIETARY INFORMATION • THE INFORMATION CONTAINED IN THIS SET OF clear W r e DOCUMENTS IS PROPRIETARY 8Y NATURE. • clear , A ANY USE OR dSCE05URE OTHER TN1W THAT WFINCH 4400 CARILLON i MATES TO SERV'C£5 IS STRICTLY PROHIBEEO. KIRKIAND, MA 95033 i Y , y EI. PACIFIC TELECOM M SERvtC E S. LLC DECEIVED sea .• ,. w u Tsc4T 142_•000 ran.O" t oT_., 11 L I N O L AI LN T FR JUN 0 8 2010 5� 14%OR P0K425 B , OFTiGARD � ,, 10260 SW GREENBURG ROAD BUILDING DIVISION :,r ': !�B TIGARD, OR 97223 �'lava* cp, - WA cp• ` PROJECT INFORMATION VICINITY MAP DRAWING INDEX LEGAL DESCRIPTION -1l� OF 04i) PROJECT DESCRIPTION; Q1// 4 t >♦.: 7 SHEET 'DESCRIPTION PLAT of ASHBROOIC FARM LOT 7 EXPIRATION DATE OF THE CLFMM1RE PROPOSES TO CONSTRUCT AN UNSTAFFED TELECOAS.WNICATIONS FACRJTY CONSISTING OF(3) PANEL NY11156KX• f A 'n a'r - T-1 ME SHEET LICENSE:06130!10 (5) MICROWAVE DISHES AND (6) DAP UNITS MOUNTED ON AN EXISTING 15-4•HIGH SCREEN WALL ON AN 171•-r MI. `{ " -. G-1 GENERAL NOTES BUILDING:ALONG WTTH Ni EQUIPMENT CABINET WITHIN A Y-0-X 7•-0-LEASE AREA, SLEEPER MOUNTED WITHR4 F'x"T �{ {+� -Er^} a - - �,••A/• .-s�.�� '�, A-1 GEE PLAN OF PENTHOUSE SCREEN WALL tq.- s ,•1 , i Y 'S • _ tl��.. A-2 ENURGED SITE PLAN Approved • . J . 3 �_al APPLICANT; PROPERTY OWNER; r ' r°k:• •. A-3 EQUIPMENT AND ANTENNA PLANS CLEARWIRE, LLC SHORENSTEIN COMPANY LLC , { 7kY•aF `f'� P+' - 1 .iFt;.f� A-4 NORTHWEST ELEVATION Conditionally APProved 4400 CARILLON POINT 10260 Sri CREENBURG ROAD 100 - } .,r,u.. ' -. ..w.swww I CC KIRKLAND. WA 95033 TIGARD, OR 97223 - , r •,. �,r-�� `f CONTACT: MICHAEL BACON CONTACT:GLENN CAROL° ,.� .'%.E+ 3 C i a, 1. / .�. A-5 NORTHEAST ELEVATION Letter to:Follow. ] PH; (503) 975-9394 PH:(666)524-6362 1 a...4:•„..:.::,.. ,.•,..,,,,,,,,,,, ,.,..,..'-e.,2 . ((( A-6 SOUTHEAST ELEVATION ' { s ] ;,, r I A-7 SOUTHWEST ELEVATION A hed . CODE INFORMATION TEAM LEAD: � �� d :0,11.__4 r (' * A-5 EQUIPMENT IIETARS Permit Number. ZONING CLASSIFICATION: MUE-1 CONTACT:MATT CARRO2 s I A-9 COAX DUALS •y vt '"-�i1r`!� `;M• co PH: (916)412-9686 \. ( ,5 • Add•- s•: ' n BURDINC CODE' 2006 IBC - i}uBTsd A-f 0 CONSTRUCTION OETNLS -'� ♦mil_�f/�a._ - 5 [ "'� .. `� .4 I • Date: �4 1' ,� l,(� K N p. CONSTRUCTKIN TYPE: Ire SITE ACQUISITION: _ .' �.. RF-1 RF INFORMATION ANO DErNIS By: 4�.1 r , (V m OCCUPANCY: S-2 CONTACT: KETTH PHILLIPS ' �' •1^i J , • - -N - RE-2 SWEEP TEST U mt. Z co JURISDICTION: CITY OF TIGARD PH: (360) 606-6575 C ,,,N.�� 1� 1 , E-1 GROUNDING SCHEMATIC 7 o CURRENT USE: MIXED USE EMPLOYMENT r-j mow, y`e ••y�� E-2 GROUNDING DETAILS / O PROPOSED USE: TELECOMMUNMaT10H5 FACILITY PERMITTING: � } � I E-3 ELECTRICAL DETAILS /_"'1 U CONTACT:DAN DUTTON PH: (503)756-3685 r ,.. - S-1 STRUCTURAL PLAN A NOTES TELCO COMPANY; CONSTRUCTION COORDINATOR; `� /r�� ` 8-2 STRUCTURAL DETAILS NOTEOFFICE COPY O N WIEST PH: (600) 603-6000 CONTACT: �d �•. (V) POWER COMPANY: I. (6) INSTALLED INTERIOR SOF EXISTING SCREEN PH: BH ENGINEER; 11)41 WALL AND ACROSS PENTHOUSE ROOF Z PH: (503) 228-6322 CONTACT:DONN1'8UI PH: (503) 750-9570 F�- _ •-:r... Ti $JTE LOCATION: (BASED ON NAD 83); � 11 �� MATCH EXNNS�TING PENTHOUSE SCREEN WALL BE PAINTED TO LATITUDE: 45' 26' 41.65 N RF ENGINEER; ��■ • CONTACT:AARON WERE LONGITUDE: 127 46' 25.20•W PH: (97t)226-2528 TOP OF STRUCTURE ACL: I30-0- DRIVING DIRECTIONS ABBREVIATIONS BASE OF STRUCTURE ANSL: 197'-0' FROM PORTLJNO INTERNATIONAL ARP05TC A/C AIR CONOITIONING HORZ HORIZONTAL POD PLYW000 HEAD SOUTHWEST ON NE AIRPORT WAY"118MIIR0 NE AR CARGO Ol,11K 1E RAMP ONTO 14116 S. TAKE EXIT 218 TO ACL ABOVE GROUND LEVEL NR HOUR PROD PROJECT PARCEL NUMBER(S); MERGE ONTO 1-84 W/US-30 W TOWARD PORTLAND, TAKE TIME MI Mlle LEFT ONTO 1-511 RMARD APPROX APPROXIMATELY HT HEIGHT PROP PROPERTY 1$1331803400 BEAVERTON/SALEM.TAKE EXIT 292 T0mo KRUSE WAY/LAKE 0.11110.HENCE ONTO OR-217 N, TAKE EXIT 5 FOR HVAC HEATING PT PRESSURE TREATED GREENBURG RD. EL MO NR AT 51E 51ElSIMIG RD,TAKE THE 2140 11190r ONTO LINCOLN CENTER ACCESS ROAD, BLDG BUILDINIC VENTILATION AREA OF PARCEL; DESTINATION WILL BE ON 1K SON. BUS BLOCKING AIR CONDITIONING RED REQUIRED it�LlP:,�i RN ROOM in I.i• •:-Mil©CLG 3.21 ACRES CUR CLEAR IN INCH DIAMETER RO ROUGH OPENING Iii L"—T _ 1S2:E CONC CONCRETE INFO INFORMATION SHT SHEET © I: -I.-T' 7IIU..... CONST CONSTRUCTION INSUL INSULATION SIM SIMILAR Ell":::....'""(r''''' p PROJECT AREA: CONT CONTINUOUS INT INTERIOR SPEC SPECIFICATION -_—_ 49 S.F. EQUIPMENT LEASE AREA IBC INTERNATIONAL SF SQUARE FOOT GENERAL INFORMATION; 081 DOUBLE BUILDING CODE 5S STAINLESS STEEL II.M OM 1. PARKING REQUIREMENTS ARE UNCHANGED. DM DIAMETER SIT. STEEL III M— • 2.TRAFFIC IS UNAFFECTED. DAG DIAGONAL IBS POUNDS STRUCT STRUCTURAL -MN—_ 3. SIGNAGE IS PROPOSED. CM DOWN STD STUD ---_ DET DETAIL MAX MAXIMUM SUSP SUSPENDED NIECH ....11.1. ...DWG AN APPROVAL DATE E MIL METAL THRU THROUGH 1.1I♦ EA EACH HER • MANUFACTURE DING TINNED - G ELF ELERE NR M�R TYR TYPICAL � uNLCIS Pz OJIL I I LAM ELECTRICAL MIN CONSTRUCTION SIX LANDLOD: EQ EQUAL MISC MISCELLANEOUS IINO UNLESS NOTED OTHERWISE ` EQUIP EQUIPMENT PROJECT ARCHITECT PROJECT CONSULTANT STRUCTURAL ENGINEER; COAST: EXT EXTERIOR NA NOT APPLICABLE PERT V SHEET TITLE NIC NOT W CONTRACT vE vIF VERIFY VERTICAL FIELD �Ow,! B. HALL, AIA POWDER RIVER PACIFIC TELECOM SERVICES S/A: FIN FINISH PITS NOT TO SCALE TITLE SHEET TELECOM SERVICES. LLC DEVELOPMENT SERVICES, LLC 566 FIRST AVENUE. S.. SUITE 650 R F: _ FLUOR FLOURESCENT W/ WITH /MIST AVENUE. S SUITE 650 17400 SW UPPER BOONS$ FERRY RD SEATTLE, WA 95104 EIR FLOOR OC ON CENTER W/0 WITHOUT WA 96104 SUITE 270 CONTACT: CHRIS NICKERSON ZONING: FT FOOT OD OUTSIDE DIAMETER WP WATER PROOF PAUL OANNEBERG PORTLAND, OR 97224 PH: (206) 464-4415 PH: (206)375-3796 AAE: GA GAUGE SHEET NUMBER EMAIL: PDANNEBERGOPTSWACOM (AEV GALVANIZED B.H.: GC GENERAL CONTRACTOR GRNO GROUND RENEWERS SMALL CLEARLY PLAC[IONALs ADJACENT TO EACH MEM NOR AA 1,111111111 ARE BEING REVIEWED - GYP BD GYPSUM WALL BOARD 1--_i - ^, 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 Pl p. ■ I _ GENERAL NOTES: PROJECT NOTES: ELECTRICAL NOTES: GROUNDING NOTES: I. ALL CONSTRUCTION AND MATERALS SHALL COMPLY WITH REINFORCED C.ONCRFTF: 1. ALL ELECTRICAL.WORK SHALL CONFORM TO Ti E I. AN ANTIO%:OANT COMPOUND SHALL BE APPLIED TO ALL • ^. THE INTERNATIONAL BUILDING CODE 2006'ANO CITY CODE. SHALL MEET OR EXCEED THE STRICTER of REQUIREMENTS OF THE NATIONAL • ELECTRICAL CODE EXTEROR, ABOVE GRADE, MECHANIC, GROUND clear vv r e R-1. CONCRETE:ALL CONCRETE WITH SURFACES EXPOSED AS WELL A$APPLICADLE STATE AND LOCAL CONNECTIONS. ADITION BLE COUNTY CODES AND REGULATIONS, LATEST TO STANUNG WATER SHALL BE NR-ENTRAINED (NEC)CODES. • EDITIONS.NS. WITH AN MR.-ENTRAINING AGENT CONFORMING TO 2. CONTRACTOR SWILL SUPPLY ALL MATERIAL, TABOR. AND AST% C260, C494. ANO C6t8. TOTAL AR Z. ALL ELECTRICAL ITEMS SHALL BE Ul APPROVED OR LISTED EQUIPMENT NECESSARY FOR A COMPLETE SYSTEM AS 44;; CARILLON PONT 2. ANTENNAS. CABINETS AND COAXIAL CABLE SHALL BE CONTENT FOR FROST-RESISTANT CONCRETE SHALL AND PROCURED PER SPEC:FlGIICN REOUIREMENTS. MNTENOED HERON UNLESS OTHERWISE NOTED. K.Rh LAND. WA 9x033 PROVIDED BY CLIENT- CONTRACTOR SHALL BE N ACCORDANCE WITH TABLE 1904.2.1 OF THE COORDINATE SCHEDULE OE DELIVERY TO AVOID DELAYS. INTERNATIONAL BUILDING CODE. EXPOSED 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL 3 ALL EXTERNAL GROUND CONDUCTORS SHALL BE /2 • 3 DAMAGE TO ALL UTIUTIES, LAND, DRIVEWAY AREAS, AND CONCRETE SHALL HAW A COMPRESSIVE STRENGTH DESCRIBED BY DRAWINGS AND SPECIFICATIONS, AWG. BARE, SOW. TINNED COPPER UNLESS PROPERTY OF OTHERS, DISTURBED DURING OF 3000 PST AT THE END OF 28 DAYS. HO INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE. OTHERWISE NOTED. CONSTRUCTION. SHALL BE RETURNED TO THE ORIGINAL SPECIAL INSPECTION IS REQUIRED FOR 3000 PSI OPERATING AND APPROVED ELECTRICAL SYSTEM. INSTALLED SOLELY TO SATISFY EXPOSED 4. ALL GROUND CONNECTIONS SHALL BE MADE WITH CONDITION AT THE COMPLETION OF WORK. CONCRETE REOURE%ENTS. 4 GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS. AND EXOTHERMIC WELD PROCESS UNLESS OTHERWISE 4. CONTRACTOR SHALL.COORDINATE WITH THE LOCAL POWER, R-2. PREPARATION, TESTING, AND PLACING OF CONCRETE IS RESPONSIBLE FOR OBTAINING SAID PERMITS.AND NOTED OR APPROVED. ALL CONNECTIONS SHALL BE TELEPHONE UTILITIES.AND THE CONSTRUCTION COOIIDANATION OF INSPECTIONS. MADE AT DESIGNATED LOCATIONS ON THE MANAGER TO CONFIRM THE SOURCE OF$FRINGE PRIOR AND REINFORCEMENT SHALL BE PER ACT-31B EQUIPMENT. BUI1gNC CODE REQUIREMENTS FOR STRUCTURAL PACIFIC TELECOM SERVICES. TO INSTALLATION OF CONDUITS. CONCRETE, LATEST EDITION. 5. ELECTRICAL AND TELCO SCHEDULE BETWEEN CABINETS SWILL LLC RuN IN EMT OR SCHEDULE AO PVC (AS PERMITTED BY 5. EXACT LOCATION OF GROUND RODS AND GROUND sis I'n.A.waw 7.NM.Aso 5. FOR CLEARVARE PROJECTS WHERE THE SITE SUPPORT CODE). CONNECTON POINTS SHALL BE DETERMINED IN THE 7..+I..•A.7ATa CABINET IS ANCHORED TO A CONCRETE SLAB ON R-S. REINFORCING BARS THAI HAVE A %NIMU% HELD FIELD. ADJUST LOCATIONS AS REQUIRED TO KEEP Hs...,UN)OAI-7oo11 F..:(1011)103-1151 3 GRADE. EXISTING VEGETATION AND ORGANIC WTERALS STRENGTH OF Fy 60.000 PSI AHD SHALL 6. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND GROUND CONNECTIONS AS SHORT AS P055181E (9" COMPLY WITH AST%A613. MIN. BEND RADIUS AND 90 DEGREE MAX BEND SHALL BE REMOVED FROM THE PROPOSED CONCRETE EXPOSED TO RIGID STEEL SHALL BE IN WATER TIGHT PAD AREA, FILL SITE TO DESIGN ELEVATION WAN GALVANIZED RIGID STEEL CONDUITS AND WHERE ANGLE). AU. BELOW GRADE GROUNDING SHALL BE CLEAN, 5/8• MINUS CRUSHED ROCK FILL,COMPACTED R-4, PROVIDE MINIMUM CONCRETE COVERAGE FOR REQUIRED IN UQIAD TIGHT FLEXIBLE METAL OR PVC INSPECTED AND APPROVED BY CONSTRUCTION UNDER CONCRETE PAD TO OBTAIN NOT LESS THAN RDNfORCING STEEL OF 3•. WHERE LOGY.CODES AND SOE CONDITIONS PERMIT. MANAGER PRIOR TO BACKFILUNG. 9576 OF THE MODAFlED PROCTOR MAXIMUM DRY nrcu:N: 7. ELECTRICAL WORK SHALL BE COPPER WITH TYPE XHHW, 6. All GROUND COMPONENTS SHALL BE INSTALLED WITHIN DENSITY FOR SOIL IN ACCORDANCE wrtH AST 0557. THAN. OR THIN INSULATION. THE CONFINES OF THE FENCED AREA. ANY 6. REGRADE AROUND PAD AS REQUITED TO ALLOW MAXIMUM D-1. DESIGN+ IS w ACCORDANCE WITH THE INTERNATIDNAI METALLIC ITEMS WITHIN 6' OF THE GROUND RING �� /� p j� BUILDING CODE 2006. 8. RUN ELECTRICAL CONDUIT BETWEEN ELECTRICAL UTILITY SHALL BE BONDED TO THE GROUND RING. C 8' • , 3' OF PAD THICKNESS. EXTENDING ABOVE GRADE. DEMARCATION POINT AND EXISTING METER SOCKET AS GROUNDING REQUIREMENT NOT SHOWN ON PLANS ! /60 D-2. EQUIPMENT CABNET LOADING PER CLEARWTRE LOCATED ON THIS DRAWING IN PVC, PROVIDE FULL ARE WANEGUIDE HATCH COVER PLATE, CABLE / 7. ALL WORK SHALL BE DONE SATISFACTORY IN A STANDARD EQUIPMENT. / -' PROFESSIONAL WORKMANLIKE MANNER, SUBJECT TO LENGTH PULL ROPE. COORDINATE INSTALLATION WITH TRAYS, SUPPORTS, SERVICE PANELS. DISCONNECT INSPECTION DURING THE CONSTRUCTION AND FINAL D-3. DESIGN LOADS: OREGON STATE UTILITY COMPANY. SWITCHES, MAC UNITS ETC. THESE ITEMS MUST BE • • APPROVAL BY THE CONSTRUCTION %ONAGER. A TOO MPH WINO SPEED GROUNDED. SEATTLE,WA (0` 3 SECOND GUST 9. RUN TELCO CONDUITS BETWEEN EX TENGPTELC 1C BIN 8. ANY SUBSTITUTIONS OF MATERIALS, EQUIPMENT OR OEMARGITION POINT AND EXISTING TELCO CABINET AND 7 ALL EXTERIOR EXPOSED GROUND CONDUCTORS LONGER C ALTERATIONS FROM THE PUNS AND/OR SPECIFICATIONS CATEGORY 2 IMPORTANCE FACTOR 1.0 5008 EXPOSURE CATEGORY C CLEARYARE CABINET AS �NUCATED ON THIS DRAWNG N THAN 18•SHALL BE PROTECTED AND SUPPORTED PVC. PROVIDE NLL LENGTH PULL ROPE IN TELCO BY A J/a' PVC SCHEDULE 86 CONDUIT SOAR 6 O SNAIL BE APPROVED BY THE CONSTRUCTION MANAGER. B. ALL OTHER LOADS ARE PER ASCE 7-02 CONDUIT. MOUNTED Y A 3/ WITH CCHEDULE SUPPORTS FROM 6' �� OF 9. COLOR SELECTION SHALL BE COORDINATED WITH Slot I'TURA1: 10. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEw }R BELOW FINISHED GRADE TO 6• FROM FINAL lh CONSTRUCTION MANAGER. CONNECTION. ENCLOSURE. EXPIRATION DATE OF THE S-1. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL 10. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS, IN ACCORDANCE WITH MSC. SPECIFICATION FOR 11 IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 8- ALL GROUND RODS SHALL BE DRIVEN STRAIGHT DOWN, LICENSE:0650110 . DIMENSIONS, AND BRING DISCREPANCIES TO THE DESIGN. FABRICATION AND ERECTION OF APPLY FOR COMMERCIAL POWER IMMEDIATELY UPON PERPENDICULAR TO FINISHED GRADE,SUITABLE STRUCTURE OF THE CONSTRUCTION MANAGER. STRUCRE STEEL FOR BUILDINGS. RECEMNG AWARD OF BID. THE GENERAL CONTRACTOR PROS ECTION SHALL BE PROVIDED ON END OF ROOS 11, CONTRACTOR SHALL CONTACT SUBSURFACE UTILITY S-2. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE IS REQUIRED TO KEEP ALL RECEIPTS FROM THE POWER INS PRE wart wrt GROUND DURING LOCATOR FOR EXACT LOCATION OF EXISTING UTIUTIES, AISC SPECIFICATION FOR STRUCTURAL STEEL FOR COMPANY ACKNOWLEDGING APPLICATION FOR POWER PRIOR TO COMMENCEMENT OF CONSTRUCTION AND THOROUGH DOCUMENTATION OF ANY DISCUSSIONS ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING BUILDINGS - ALLOWABLE STRESS DESIGN AND GENERAL THE POWER COMPANY THEREAFTER. ALSO, THE 9. GROUND CONDUCTORS SHALL NOT COME N CONTACT PLASTIC DESIGN, 9th EDITION. GENERAL CONTRACTOR SHALL RECEIVE N WRITING FROM t/ITHi THE SLAB OR TOWER EXCEPT AS DESIGNATED. UT IIHTY LOCATIONS BY TEST PIT,AS NECESSARY. THE POWER COMPANY AS i0 WREN THE ANTICIPATED LOCATION OF UTILITIES SHOWN ON PLAN ARE S-3. STRUCTURAL PIPE COLUMNS SHALL COMPLY WITH AST% 10. THE UTILITY NEUTRAL GROUND BONA IS TO BE MADE APPROXIMATE ANO FOR PLANNING PURPOSES ONLY. POWER CONNECTION WILL BE COMPLETE. IF / L1-1 A53. TYPE E OR S. GRADE B. Fy . 361(51. N THE METER OR ANON DISCONNECT SWITCH, NOT IN COMMERCIAL POWER CALLED NOT OUT INLT BY THE TN ALL WIDE FIANCE TRUCES SHALL BE AST%A992. A15. 12. CONTRACTOR SHALL SECURE THE NECESSARY PERMITS GRADE 50. ALL STRUCTURAL SHAPES AND PLATE COMPLETE"DATE AS CALLED OUT tN THE FOR THIS PROJECT FROM ALL APPLICABLE SPECIFICATIONS,A GENERATOR SHHALL BE SUPPLIED AND SHALL COMPLY WITH AST% A36. 11. ALL EQUIPMENT SURFACES TO BE STRIPPED TO GOVERNMENT AGENCIES. CONTRACTOR SHALL BE CNNTNNED BY THE GENERAL CONTRACTOR UNTIL GROl/AND SYSTEM CONNECTIONS BE SOPPED OF ALL RESPONSIBLE FOR ABIDING BY ALL THE CONDITIONS COMMERCAL IS OBTANE D.ALL COSTS ASSOCIATED WITH Q 5-a. WELDING: ALL WELDING IS TO BE DONE BY PANT AND DIRT, CONNECTION$ LO VARIOUS METALS Z THE GENERATOR WILL BE MUTUALLY AGREED UPON O AND REQUIREMENTS OF THE PERMITS. PRE-OUALIFIED WELDERS HOLDING CURRENT SHALL BE A TYPE AS TO NOT CAUSE A GALVANIC BETWEEN THE OWNER AND GENERAL CONTRACTOR, IN CERTIFICATE FROM A RECOGNIZED TESTING OR CORROSIVE REACTION AREA SHALL BE REPLANTED I1 13. TOWER AND TOWER FOUNDATIONS ARE SHOWN FOR THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO V N ILLUSTRATIVE PURPOSES ONLY. LABORATORY. ALL WELDS SHALL BE 3/16' FOLLOWING BONDING. MINIMUM FILLET WELDS U.O.N. ELECTRODES SHALL TOLE THE POWER MEASURES POWER AS DESCRIBED DATE. // l N K TO SECURE POWER SO BY THE POWER COMPLETION DATE. 1 ) O I` 14. CONTRACTOR SHALL VISIT THE PROJECT SITE TO NEW ALL `,/ Z DE �' THEN ALL COSTS ASSOCIATED WITH THE GENERATOR m � CONDITIONS PRIOR TO SUBMITTING BID. ANY CHANGES 5-5. THERE SHALL BE NO FIELD WELDING. SWILL BE BORNE BY THE CONTRACTOR. DURING CONSTRUCTION VISUALLY ASCERTAINABLE PRIOR La TO SUBMITTING BID, CANNOT BE THE BASIS FOR A 5-6. STRUCTURAL GROUT SHALL BE SHRINKAGE RESISTANCE 7 O U O CHANGE ORDER. NON-EXPANSIVE. NONMETALUC GROUT WITH A G, 15, COAT ALL SURFACES WITH NO-OX WHERE DISSIMILAR 5IHNMUII PSI DAN COMPRESSIVE IN ACCORDANCE WITH 1 U 5,000 PSi WHEN TESTED IN ACCORDANCE WfTF1 �••�1 METALS CONTACT, AST% CODE CI09. FORMS SHALL BE PLACED O (? I- t6. CONTRACTOR SHALL REMOVE ALL DEBRIS AND EMPTY AROUND BASE PLATE AND THE STRUCTURAL Ma COAX REELS FROM THE SITE UPON COMPLETION OF GROUT SHALL BE POURED. NO DRY-DAMP ' THE PROJECT. PACKING. S-7, ANCHOR BOLTS AND ALL-THREAD ROOS SHALL COMPLY �./ WITH AST%A36, UNLESS OTHERWISE NOTED. ALL OTHER BOLTS AND NUTS SHALL COMPLY WITH ASTIA A325. AL BOLTS SHALL BE HOT-DIPPED GALVANIZED. S-6. ALL EXPOSED STEEL SHALL BE HOT-DAPPED GALVANIZED AFTER FABRXATION PER AST%A153 OR A123. S-9. APPLY TWO COATS OF ZINC-RICH RUST-MEW /2185 PAINT TO ALL FIELD DRILLED HOLES AND CUTS. GRID-GUARD EPDXY 0465 COATING SHALL BE APPUED TO ALL AREAS WHERE GALVANIZED SURFACES NEED TO BE RECONDITIONED, INCLUDING ALL WELD AREAS. REVISIONS NO DATE DESCR.PI,ON :I,r1A 7 45-45-10 fwµC•672CIIC4 IIWACS R.R 3 4-2,10 SUBM:T1 AL SET •.,) • NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G-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 TS STRICTLY PROH,&TEO. r 'f I / II . qq 1 • 'III .- LEGEND . 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OAR OESCAmPtom NMAL — — — — — — ti\,Sq(iA[i . 1 nib*r�1 CX•aIS■IC1oMUMS WI � � 3 W-OYN•pLL LT3NSrR[riON MUMS M 1 2 9401-N SUBMITTAL SET POO PROPERTY UNE 1 ! -- ..•.._....._.. i 1 SW OAK STREET lq T i .._ , ... r. - ---7 urROlrE+rt UK i No.r•-.),�r.�.�r�,-/:- I I 'r; ' I I I .N SHEET TITLE SITE PLMI \ I caw WOO Zama - I I I I T I , I I I I ( SHEET NUMBER \ r f I -•IMM +Mr _wr,� A_1 :ear SCALE: r .BO'-O• SITE PLAN I I R•.IT•SCALE• T'- Tar-o'E RFOIWATON CONTAINED IN THIS SET Of CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DSSCt.08(JRE OTHER THAN THAT MHRCH RELATES TO GAMER SERWCES IS sTRICTLY PROHIBITED. M \ 1.(B)RUNTS OF MEN CARLE ANC (5)RUNS OF 1/2• • c l ea r w re Of( TO BE Mi B IR EXISTING C SEI Ml AD ACROSS PIENTUE ROOF E � E 0 2ANTENNAS AND NPUNTC H/ROIRO BE TO M PANTED _ _ TO WATCH E SBO PENTHOUSE SCREEN /p p KMRMNE.M 38033 1)61101 BML TURTgIROUNOz RILL tzsi El IMIMM .E.iiii)_‘sr 404? le PACIFIC TELECOM SERVICES. LLC inillUMENIMO \ \ NS airs1 Ammo.i.S.M as. LAMA K asN Amain(BM) Dm peal MI-A5,3 PAIDOIIC umilirt PA)/EMS\ \41,),., „ lir jel) 44%•ON ERMIBIO ON6p!o6(IIrET6 rrB(ET i>,b'♦♦\♦♦♦♦ �` ._ COAX RIM 10 \ '�'%: B. �10 AIMDBN Mee inh `♦♦♦♦♦♦ :.I.•. �7 ._ Iryi- "Mil Yg, .,i"- Alf, �♦ Eh v,� WA ` > rrErBl6w .9 5004, . OF ��• ' E 'r nE�r�I l ""'Q \ E ATION DATE OF THE v.le■ familisemisidiareol litiv , sairmsligul \ 41- a /icH/64)0, `♦♦♦♦♦/IP/:41.- °arrr Er ii r°r`Sr�i \ Ce 10 IIMINNI=1116 �Mf1EMTM tuo1B(TED 1n E71BTM0 `, ` 1`, ▪ � ItuF U6 C�'\ P61(TNOUSE SCIN@I IBKL M1 ♦� \ t I 1 I 44. P\A ®j F�OPOBm CtiA1BNBE SBE BUPIORf CJIBBNET 'i�1.( `` PABB( 7 0 fKrlEJld1MC SfJ�d 2MLL ��'�\ � \ �O 4. ^"_' o ► 4∎ • 1a ° \ LL.I or Q a �`� `�` ROOF 10► \ N CNI�T l M1i \a\ \% \ 10M7i ODOR \ V m m • r \. %alY z O U Wo / a, PROPERIV L!R — 3 C, y Fl ce v Row ET6BTUS TREES(fl \ // \ E> Tor''zees ON FCC R(TO ER OF O O o� up \ / Zocemos E7aBITNO ELECTRtGI ROOM • SPROMO MEz \\ \ .1 \` QS AMNIA i�r 4)(TMP')na` �. �? QO , . �EOU1P(ID(T \ Ark 8,r)Q� • REVISIONS NO. DATE OESCNTON MfMI I as-D-I;Nola oOBISCBI maw' NM ', 2 m-s-IN\TI/IN.CONSIILL101 BBIIIOa Nit `.0 'y • .: .MU. • 1 /01-41-111/01-41-111 MI - 3 -ea- SUBMITTAL SET AM) • t= 1 - EXISTING DISH ANTENNA(TIP) �1: EXISTING ROMRI)E(TVP)� NOT FOR CONSTRUCTION UNLESS ANTENNA LABELED AS CONSTRUCTION SET \ e PROPOSTD CLfMMBIEE(2)OM P INNIS OUNTE m /10* 11 SHEET TITLE 111 STILETUNEz \ OVAL OPRePOrArS117.mama �\ ENIARCEO srtE PLAN \,,, SHEET NUMBER A_2 24•13r SCALE 1•_ 10'-0' u•Itr SCALE: r - SO•-0- T ,o ENLARGED SITE PLANT I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BT INJURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH REIATES TO CARRIER SERVICES IS STRICTLY PROHIBITE C. \/ 7 ..- . NO= 7 \ \. I. (S)RtRNS OF mot CABLE AND(5)RUNS OF tj2• \ . CORE 1O SE RNTM&LLO TO WIMP OF COSDNC clear w r e S EN ' AND ACROSS PENTHOUSE 4001 /` \\\ I , • 2.ANTENNAS AND YOUNIMC i TO SE P NTS° /...\..„, \, �♦ 4400 CARILLON POINT TO MATCH EXOTIC PIDNTNOUSE scam NnUL \ \/ \♦ seam�tew ow io�c® Kwhcw+o, WA 9dO33 . w PENNON MOM AU.M ./• \ MINN MOM OE0MI.• , r 2 \ . MONO AE -.AO 1100F/07 Zooms IrtMas VIVI.I pMCOMS[a h \ \/ /7 /j aatEn►STtND tru PNnuE .- S . (...O' PACIFIC TELECOM SERVICES. ERVIC ES. , Emma PORMTSE ` _ \ t/ \ PsRE.urc � { N a 1,..1...we 3_Salle 1130 r x4. .•e�. Coe 3 a l-IO ao .•. C r)soa-u »SCREEN OWL \ AIMS�R S b• \ \ IID SEIED MCK IC �40 PNDMprE t1 IM ArA °"►AD' 'h M MC R ®1O Com" M MDMM.MONN 5 4444 , 4 ,,a i Ilik e TDK D tC{ NE� ORw O I \ 41 RER � ��/ANTENNA(O Rem° f.•=_ Ne AMEIINYI ) EXIST NC OTHER CARRIER tX•S list\ N ' - RAANTENAA (TO RowN) \ NALL oO— �� •• EXISi1NG OMER CARRIER I Y ANTENNA (TO MAN) • Og o PROPS clrrARRrRE PARS \ DPiUTION DATE OF THE ZE»DNC R� i IK SE 061301)0 ROOF TOP 7 0 UNITS P � ROOF �' Ce 71/7-. ____, \/ `PERENDR.E Lu 4. 24•.3s•SOME t/2• - r-o- 24-.3••SCALE: tn• - t•-O• - Z 2 „•.Tr SCALE: tier - t•-O- ANTENNA PLAN] 4 iT•.tr SCALE: T,4• - t•-o- ANTENNA rL�\1 3 LL-1 n NY M \/ # ‘ (\\ \ / \ O WQ MINIM=MORE(2) ink a TO wicagewe Damn 7 ROOF TO,p7 .411166. ENSE SCREEN o or- � j U �, 4t,\ PROPOSED CLEARMERE(2) CAPS, \,. , PROPOSED P INN BELOW� /� a/ �E]OSTNG / .,•7r : 11. / \ \ F i �,,i. maims No NR TO PE�Ir10 4 NOOF TOP { ` ^".j� `��, \ PENTHOUSE SEMEN MILL / 1 e .`, ROOF TOP �; ��, • 10 NE MO CL7AIMEEM[Tumm COAX RUN® O ;• >/ .. �,'� �� REI�ISIONS. INSCRIPTION \`\• ALONE MOE Or TO scam ma s YOi 10 0001111 \��,v/ i �/ / )/ NO cm-s.•ms....,mrwn KM \ PNIT OUSE SOBN ML • ti V N 2-*-,f Tea muR aI~KA WA 3 its-M SWWTTAI SET Ap ♦\� EX1ST1NC PE/AROUSE t PROPOSED Cll11lSSS.SRE.SYOIRT CASNRT • 3 SpUEEN MAIL �� \\\. \♦ NEU-� ma O2 LE HXSE Scam MILL \• z �J'd • Doom♦\• 1 �y \• 4 PROPOSEp CtL111RRE POMP RIM ROWED % \ / �" • ♦ (gnome OSSiS1S POIROIISE.J81.710ONL ROOM ..:‘,,,,,z....\ �` WELED TIDN> SET \•\ ( , EXNONCAoma BOOR \ • E) SHEET TITLE ♦\♦ EX,STND MYtuM►A0S(TYP) \\. Y E111STNC EOUMNAENi ANO ANTENNA PUMNS . \\.9` PEA ♦\ / SHEET NUMBER 24••3.•SCALE: tn• _ t•-Cr • WASS.SCAB: ,n• _ I'-D. �R��rrrrr� A-3 11%1r SCALE: 1/4. 4 1.-0• s ANTENNA PLAN 12 T,•�,r SCARCE: ti4•. N•-o' +�• Uri•Pa- }• EQUIPMENT PLAN I I THE Nf0RMATXN CONTAINED N THIS SET OF CONSTRUCTION DOCUMENTS 1s PROPRIETARY SY NATUIN. ANY USE OR OISCLCSAN OTHER THAN THAT MIMCH REUUTES To CARRIER SERNCES 5 SIRCTLY PROMPTED. . MIL I. °""g.°"° IN RNnesFix clear w're° • W i w►1i WOE 4400 CARILLON POINT L KIRKLAND. WA 94033 1[»MS f��IIL N 1 MSTI O P6R- . NTMNN,# '1IN MO SCRIM SIAM WEL A ONEMEIIIPagi\pk imPOStruittraTemew— fliak miWr 101 I X Q � PACIFIC TELECOM SERVICES. 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NORTHWEST ELEVATION 1 THE 4R'ORNATION CONTAINED N TNS SET Or CONSTRUCTION DOCUMENTS IS PROPRIETARY NY NATURE. my USE OR OiSCLOSURE OTHER THAN THAT WON RELATES TO C/MIER SERVICES IS STRICTLY PRd4NRED. •. • ND�s 1. (S)RUNS OF FIBER CABLE NO NI OF t/2' DAll TO K WSTALIED To clear w'r e® . SCREEN WAL(N1D IGRO� ROOF 4400 CARILLON PONT 2.ANTEN1Mi AO•1008007 mes TO RE PAINTED B RMAN%WA rR033 TO WiCM ■�R��rLL • OE' ��"" , , """' MALL _ ®5 (2) QM . -rf F- M11r{N►wer�q _ A1Dr11oR1e t e . 1 , o . .p • I TN CR 74. - TOP OF EK5-SC SCREEN WALL AND MFcHANICAL PE�tT� • 171'-r'AOL • �° '■ ,1, /1 — i 1 t 771—O 0►% rn $ PACIFIC T[LECOM 3ERVIC[S. •'141E-7'Its•. r..•..•n 4' L7r�IrR1 tt �/ `I� �� 11L� �� .� 1.C ` ` RrD CENTER OF PROP0.Sm CLEARWIRE N 'i�.prµ•s�, .^ I r ome(30)W-0000 Far(3.0 503-0513 .tell (( ��I} 1111111n • �CENTER OF PROPOSED tarA3lwwE 11118 ��■■�■1�� thhhiMil I 1111111111!1:1. IlIIIt '!! IIIll!!!!lIIIIIIIIIIIIIIlll!1II 113: . :.....=4 • " .. PROPOSED C ._•.. «-.- ,^7d 1,. 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SHEET NUMBER �TOP f}F GRIiE A-5 0'-0 AGL(19T-O•NANO 11%17' SCALE' 3/32'.• 1'-0' r'5 4.3*2'1�0' NORTHEAST ELFV:,NTION I THE INFORMATION CONTAINED IM flies SET OF CONSTRUCTION DOCU11E11TS a PROPRIETARY K NATURE. ANY t OR DISCLOSURE OTHER THIN TKO WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIRITEO- a MILL 1. (6) RUNS OF FIBER CABLE AND (5) RUNS OF 1/2' COAX TO BE INSTALLED TO INTERIOR OF EXISTING clear VV•r e® . SCREEN WALL AND ACROSS PENTHOUSE ROOF 2.ANTENNAS ADO MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING PENTHOUSE SCREEN WALL CARILLON 8033 Q KIRKLANO, WA 9NLOJ3 �•�. gamin 04WN0 BIENEsF MOUNTED TO DIMS • EXISTING PENTHOUSE /OTHO 4E SCREEN WILL (ii) AND SCREEN WALL .. Q AMNIA MOUPRED TO MOM qv, ..wr mamma SOWER WILL X171 •F I nNC R N W ME NAN: P NT • • • 171'-B AGI. .. �c I ___._.. 1 PROPOSED CIEB BELOW 1�R►O OF PNOPOSEO a IlIcI OIMAVE .�I r IPI1III E STPACIFIC TELEM SERVICES. £ I LLC no-7 AGL I' •. 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DATE OC8CRI►T70N MNAL 1 0.-S1-N NBYMIT[��(41�Q M _...-,.._..� 11111 I r" i -,11111 _ 3 �-i-1I SUI GObAR7 C OMAN P.M ] Oip-M 4UM•ITtAL S[i hq IMiiMI I I --:.:''.'• ill iiMEIN! ,1'111~ i� iW NOT FOR iJCT10N UNLESS 1 - LABELED AS CONSTRUCTION SET I I . SHEET TITLE SOUTHEAST ELEVATION QP SHEET NUMBER YO'-DPrAGL 97•-0'A>ASL) ,.-. -.- �• 2{'.3a.SCALE: 3/18. _ 1._D. 1=_m.__ SOUTHEAST A_6 11517'SCALE: 3/32' - 1•-0' i 5 ♦ 3 2 1 0 •' SOU HERS ELEVATION! i THE INFORMATION CONTAINED IN THIS SET OF pavlovas TIOpavlovas 6 PROPRIETARY By NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS ' WIS. I. (6) RUNS OF Fait CABLE AND (5) RUNS OF 1/2. COM TO BE INSTALLED TO INTERIOR OF EXISTING clear 4 1n'/•r e R (N WALL AND ACROSS PENTHOUSE ROOF a.ANTENNAS AND MOUNTING HAROWN2E TO BE PLANTED 44C0 CAF':l''_0'. Pl..- TO MATCH EXISTING PENTHOUSE SCREEN WALL '�('.Rr(.i.�: WA 9q^S! 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T waFtdtemrr arum wws on I taT S MAMA 'xuuIuuIfla.....I.IIUU.I!!!!.I..SU..I.I..SUIflhuII I,1 11111................................11111111 NOT FOR CONSTRUCTION UNLESS LAMED AS CONSTRUCTION SR 111111111■■I.IUISuIPUlI■®uI•IIUUUUSUi■UUiI111111 I SHEET TITLE SOUTHWEST CILIATION !'!!!!!!!!!!l Milli ll-!EMI-ll-1--lull MN—Till!!/l!1!!!!!!_!! ALTOP of GRADE - - -`° '. = = SHEET NUMBER ,F0-0'AGL (797'1.00 AMSL) A_� 24':36•SCALE: 3/16' 1'-0' �ItIIIIIIIIII� I THE INFORMATION CONTAINED INOTHIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY ST NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. SOUTHWEST�c�� LR 1llJt ' dear, W'r e®, OPS AMNIA OPB A►TL1BIlU mi,--uo, /-IKlT 4400 CARILLON PONT ♦ A , A KIRKlANO. VA 96033 • 1.1.13/41 . PANEL OPS AMEIBIA GPS ANTENNA WSUPPORT CE►i1CtF CABINET ElE SUPPORT ca c1 7 PACIflC TELECOM SERVICES. N ACCESS ODOR OKIRBIYTIDN PANEL )� w Firs.p.....S..- 600 SCH. 40 PVC twen..•.s.,.. POBER CONDUIT P. (204)3.2-4000 rest(204)403-43‘3 L EUlCTIRCAI Ave. POOR mom= L ro sat 40 PVC ILI T DOOR T POWER CONDUIT lr a._ 000___0__ 14 z-AMC LOW NM1C UNIT. -A 19 19 19 1` - - iL ILL{ < ,~,, .I N B. rtts YOM SCR.40 PVC �`__Ar/ - I . ��—I/�, 7.I■_ • POSER CONIOUT 111^^^ r ��//�� `'. o b rr. y WA T ,ELCO BON - �� 2 S 1 t 40.E of o4• ,mo mow EXPIRATION DATE OF TIE 2y$CH.40 PVC ''— - LICENSE:06/30/10 1 ®® I TELCO CONDUIT /'PT 4KR s-o•LDNC '` ®® I Pt 4KB C-0•LONG / SLEEPER(104 OF 2) ""-' ® �Pr 4 r-0•LONG L RT SLEEPER R(LW OF 2) SLEEPER E►w OF St) So / \ !/ la (TV OF 2) AN CABINET ELEVATION CABINET ELEVATION CABINET ELEVATION CABINET ELEVATION 7 R �4•ey)6•SCALE: ,• : ,'-0: 7 j4•■,T6•SCALE: t- . ,•-0• b j4-:�6•SCALE- ,• _ 1•-0• Jr 74• SCALE: )• _ 1•-0• 4 t,■t7 SGLE: t!2 - 1'-D• tt st7 SCALE; TLZ- ,•-0• ,t wt7 SCALE: 1L2• - t•-0• „:)7•SCALE. t/Y ,•_0- -,1 W al tp N 0 N ct Z LW `� g W O .....r / - 2 5 c cr s 0. o V ;VJ,ENIM 1_ ..■=1 SUPPORT CABINET 1,, i •�m r 22 Cl.GALVANIZED STEEL CAPNG Q �j I. 4 CLEARWIRE OVER ROOFED IN SLEEPER, {I ilk RUN CONTINUOUS STUMEN AS EOIRPLEUT DEAIR 1.G SURFACE M Tn� SITE #: OR—P0R425—B • D PRIOR TO PUERTO NEW MATERIAL AS 104. c BaI°EDTMC ON TOP°F METAL ' Ali �� SITE NAME: LINCOLN CENTER PROYIOE CONTINUOUS SCUD P.T.WOOD h61M00°'�'E" -J�� B LOCKING As NEEDED TO PRE r -s-.. VERTICAL SEPARATION SEMEN METAL ;:-----,.; 2-CANT STRIP EA12I MOE 1 REVISIONS • COPING ANO TOP OF CANT STRIP SLOPE ' `�` \ CUT MOT(E�HOOF DECK TO DISTRIBUnoN PANEL / No. GTE - DESCRIVON 04(1161. `.,`i° MALLOW POT-l It DECK 1 A,-IS-tr mow amAKt6r 000.1 ,Yew • -f.:.�... _ POSER RWEPT1aE / 2 1-1.*Mk CPS,•UCPOO p t•N01 rue ! a�eeZ i r..nag* .:e�.MV.�i�%atiatra t 2"B BCN.40 TT -' 1a-»wwmu sEr nq POWER OONDIRT 1 I A U ' BAIIE IDS LONG DURATION SEISES -TEL 12-70 1.FLAME-ARRESTING ONE-MAY PRESSURE-IEUEF VENT FOR SAFETY AND LONG LIFE. NOT FOR CONSTRUCTION UNLESS • 2. THERMALLY SEEDED CASE-TO COVER 5010 ENSURING A LEAK-PROOF SEAL. LABELED AS CONSTRUCTION SET 3.FLAME-REFAROANT POLYPROPYIEIE CASE AND COVER COMPLAINT 50)4 UL114 V-0 WITH AM OXYGEN tIMMHG MU OF GREATER 1NLAN 20. SHEET TITLE 4.COMPLIES WITH UL 1775.824. 1901 nm 04 V-0. EQUIPMENT QUAILS S.UL-RECOGNIZED COMPONENT. U. NOT RESTRICTED FOR SURFACE 1RNPPORT-CLASS FED AS NON-HAZARDOUS MATERNA.AS RELATED TO DOT-GTR TITLE 411 PARTS 171-,N. SHEET NUMBER NAME PLATE SLEEPER EAT-HERPROOFING EQUIPMENT PLAN A._8 24'.36'SCALE: NOT TO SCAL 3 24•.;6',�CAL.E: 1 /2- _ 1'-0• 2 24'036'SC'IV.E: 3/s. : t•-p• ' 117817"SCALE; NOT TO Sr• }t rt7 SCALE� [4' - A'-p- ?1"-:if"$GL[" 3/� _ ,•-p_ THE MFORNAT)ON CONTAINED IN THIS SET OF CONSTRICTION DOC AIENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT VROCH RELATES TO DARER SERVICES IS STRICTLY PROHIBITED. AMFNNA CABUNQ, NOTES: __ --. �5 MICROWAVE APPI MJLTUINs 1 ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY THE CONTRACTOR. 1)ACTUAL LENGTHS SHALL BE DETERMINED PER SITE CONDITION BY - [SISTANN'F Iwd■ E F THE CONTRACTOR. ITPE MEG EMLA '�.){E;ROWAVE RAXQ 1 i tI6�(INf NA* `n,•r e(j, 2)THE DESIGN IS A$ED ON THE (MSS REPORT. SIGNED AND APPROVED BY ENGINEERING. EEEI ffEI - clear V Y 1 C./ 2))11�4� 0�O��L N1 IEEO ON THE EMSS REPORT, SIGNED AND • 3) THE CONTRACTOR WALL VERIFY THE ACTUAL LENGTHS OF CABLES BEFORE INSTALLATION. AP/ �NEERINC. CORRUGATED EUPEN EC4-50 1/2'FOAM DIELECTRIC 3.77 1.{ lt1 .1{ DIAGONWAVE OMD I 250 4400 CARILLON PONT 4)ALL TIE WRAPS ORAL SE cur FLUSH WITH ME APPROVED CUTTING TOOL FOR SAFETY AND PROTECTION. ■vw.CONTRACTOR SHALL VERIFY THE ACTUAL LENGTHS OF CABLES KIRKU 3 ND, WA 9DO .3 INSTALLATION. CORRUGATED EUPEN EC5-50-A 7/6'FOAM DIELECTRIC LIS DS 141 .33 1140010M4YC DUO 1 450 5 maw N FED SY RF CABLES WHICH MAY BE RUN OUTSIDE OR INSIDE THE TOWER DEPENDENT UPON SITE 4) ALL TIE TRAIL BE CUT FLUSH WITH THE AMEND• 4 WB S. CUTTING TOOL PER SAFETY AND PROTECTION. CORRUGATED RIPEN ECS-SO-A I-1/4' FOAM OIELECTTUC 1.413 MS 1a .• ORAGONWAVE DUO 44 150 �$U) SITE CA�/61911(�1 CABLE SEPARATION 4 W TIE TYPE OF CABLE AND �NLL MARION MAXIMUM CABLE Hp�gl� NPEN [C7-5OA t-5/{'FOAM OIELC.1'6O• 1.2 D7 .067 .71 DRAGONMIE DUO 400 800 -- � IfiEAC PRi�S _ _ .._. ■ ■'IX EOM DELECTRIC TI9S W AS WELL AS;TO N aMItENT INTO THE is'aE TYPE CJIRE A�FU9Ka� FRO■ WO 0T 1LR CREATED FROM POWER NC COMM 11wpIB1!1 111E CANES. 7)OGLES SHALL N}R{� AND SHALL H4WE THE moo TIE Sit[AND BNO ug COItTtUGATED- EUPEN EC4-150-owe 3.77 N/A WA AS N/A MIA - N/A .ifir FOAM Do . d CHILES. FWD FROM I1p 114E CORRucATEO EUPEN 40-150-wwN E Y1m1 ospol 3,77 MIA N/A .1{ WA WA N/A , PACIFIC TELECOM SERVICES. MAMJFACTL'RER of tNAt w TT4E MINIIAM MID MOMS 8)SLACK SHALL BE LEFT IN THE C0114111.11111112�10 111001 PONITS. THIS iS DONE IN ORDER I/2'FOAM OIELEZ�RE w s44 rax a...,,.S..SWa ss0 9)ALL CUBITS ORAL BE PROTECTED FROM 0M4NCE AND SHALL CORRUGATED EUPEN 300-OMN11 177 N/A WA ,1{ A s..m.,via.61 106 TO PROVIDE STRESS RELIEF ON THE NS M THE MET N ACiMTY. HAVE THE MIIN6R1 OENp RADIUS FOR SIZE MID MANUFACTURER OF D .IULFER-LOFT WITH N(W1�/ON(m) PV MIA ..:(2061 162-1600 r..:(201)WS-11S)3 FOAM DELECTRIC 9)ALL CABLES SHALL SE ROUTED Alp 11111113U10 14 A MANNER AS TO PUNICT 11;CmOLES FROM DAMAGE OF SHARP THAT " CORRUGATED EUPEN UI..X0 AUNT-D 1/ 10 1r1 0 m)/OM(m) STI N/A N/A .10 N/A N/A N/A ' EDGES OF HARDWARE AND WHERE MID ARE ROUTED DOWN THE TO91ER, RE EOUPMENT 10)CABLES SHALL BE SUPPORTED A 1 UM OF EVERY THREE FEET DIcEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS ST THEM POINTS. THIS 1{ p TO PROVIDE �tj�6 �{.�••((�� AD STRESS RCAF ON 111E CABLES AND R4 THE EVENT OF AD WHERE CABLE AND CONNECTOR MANLERS RECOMMENDED FIBER$VPPORT ACCESSORIES SHALL BE USED IF REQUIRED. SEISMIC ACTMTY. ill I11At1, RNN SYSTEM INTER EMU-1 tS I 1) CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO SUPPORT AND PROTECT ANTENNA AND YK:ROWAVE 6) ALL CABLES SHALL A R AS eee..s rrr el CABLES. TO PROTECT ON °BS°"ow. 1 70 �4SO N/A N/A PPC CC-M.4.4 ~ CHARD B. '�'� 12) DRIP LOOPS SWILL BE REQUIREO ON ALL OUTSIDE CABLES. CABLES SHALL BE SLOPED AWAY FROM THE BUILDING OR _ _ SP1221J OUTDOOR CABINETS TO PREVENT WATER FROM ENTERING THROUGH THE CABLE PORT. 9) ALL CABLES SHALL BE SUPPORTED A MNN6M OF EVERY (3) DBS GROUND 1 145 N/A WA N/A PPC CC-DM EC3. FEET EXCEPT FOR INSIDE MONOPOLES AND LATTICE TOWERS WHERE a,- Y / p CABLE AND CONNECTOR MANUFACTURERS SUPPORT �••_ RECOMMENOAT1ONS SHALL BE FOLLOWED. MANUFACTURERS GROUND 1 105•••• N/A N/A N/A PPC CC-OF-EC{ RECOMMENDED CABLE SUPPORT ACCESSORIES SHALL BE USED. •WA ANTENNA CABLING NOTE$ 10)A CABLE BRIDGE SYSTEM SHALL BE USED AS AN ICE SHIELD TO GROUT° I 110••" N/A N/A N/A PPC CC-OF-EC7 `�' 5008 24136'SCALE: NOT TO SCALE SUPPORT AND PROTECT ANTENNA AND MICROWAVE CABLES. ' 11'.17'SCALE- NOT TO SCALE arm t0 N/A S N/A N/A N/A INCLUDED INCLUDED ��, OA� NOTES: 11) DRIP LOOPS ARE mums ON ALL OUTSIDE CABLES. CABLES ANTQNNA/FLTER OF+ v REM 114 p�BUp UP OUTDOOR CARNETS FLIER TO THE FIBER OPTIC CABLE COMES PRE-MANUFACTURED WITH HUGER-BURNER CONNECTORS INSTALLED ON EACH ENO. THE SWILL BE SLOPED ANN TO PREVENT WATER/NM wow THE CABLE PORT. ANTENNA N/A { N/A N/A N/A INCLUDED INCLUDED EXPIRATION DATE OF THE AVAILABLE LENGTHS ARE 20TH, 4pM, BOA, BOA• 100M. 61N TO THE POWER CABLE COMES PRE-MANUFACTURED WITH AN AMPFSNOL CONNECTOR FOR USE AT THE OAP HEAD ENO ONLY. THE (yTEp{o/F N/A 10 N/A N/A N/A UNCURED 613{0 Y LICENSE:06/30/10 OTHER END OF TTE CABLE IS BARE.THE AVAILABLE LENGTHS ARE 20M. 40TH. ROTA. ROM. loom. MICROWAVE C OA R I R N/A 10 N/A N/A N/A INCLUDED amuse ��{4'•��]y6'-S5C�/.,LE: 2:01 7713p�M�11 5 A UNIQUE ONNNR6 POWs A FNCR OPTIC (ABLE (INTEGRATED CABLE 071903—I) HAS BEEN DEVELOPED TO MAKE RUNNING 1119TT SGI.F: NOT lO W'JLE CABLES EASRIt AND MAY{E WOE MMALABLE IN THE FUTURE.THE POWER CABLE IS LONGER THAN THE FIBER GABLE TO PREVENT THE FIBER CABLE Eel WIG DAMAGED. INSTALL THE POWER AND FL61R 01511C CABLE F110M EACH 00 HEAD TO THE EOUPLENT CABINET ATTACH ME CABLE END TO SIDE OF SCREEN WALL OF■TURING ("A:e THE CONNECTORIZEO POWER AND DKR DAP woo ossoorma.EACH CABLE SHALL HAVE A SERVICE/DRIP LOOP AT EACH SIDE OF SCREEN WALL OR BOLDING END OF AT LEASE ONE FULL LOOP NOT SMAL(2R THAN V w WRYETER. EXTRA CABLE SHALL BE LOOPED AT THE EQUIPMENT (2) 3/5'0 LAG SCREWS ATTACHING LLAI CABINET. (2) 3/5'9 LAG SCREWS ATTACHING UNISTRUT CHANNEL TO SIDE OF BUILDING UNISTRUT CHANNEL TO SIOE OF BUILDING CABLE SHALL BE ROUTED FROM EACH DAP HEAD UNIT,MANS THE ANTENNA MOUNT IN ULTRA-TIGHT NON-METAUJC/UQUD TIGHT / RDOBLE CONDUCT/SUB-DUCT STRUCILIN M FIROTECT THE GABLES FROM EACH INOMOLML SECTOR. INSTALL TWO 2'9 FLDTIBLE CONDUITS. THE FIRST 2 carom IS USED TO RUN All FIBER AND POWER OPTIC CABLES.THE STEEL UNISTRUT CHANNEL ' , m SECOND 2 CONDUR IS INSTALLED DURING C BNTAL INSTALLATION BUT IS RESERVED FOR FUTURE GROWTH/ USE. THEN t I HHL��F USE OF A KELLEN GRIP PROVIDES ACCEPTABLE CABLE SUPPORT , Al HOLD DOWN CLAMP (92E TO SLIT) TTE RE CABLES SHALL BE RUN SEPARATELY CF THE FLEXIBLE CONDUIT OTHER CABLE RUNNING OPTIONS MAY BE -HOLD DOWN CLAMP(SIZE TO SUIT) «� UTILITY CONDUIT (TYP) 1\J/ �' z O. USED BUSED ON SITE�ECIFIC REOCARFAIfNIS�TMLER SHOULD CONSULT WITH THE CLEARWIRE PROJECT MANAGER iI.:MR10 WILL WORK TARE TIE 1RiR AN APPROPRATE METHOD PER SLATE. FOR CASES WHERE PROTECTIVE UTILfiY CONDUfi (TYP) W O Ll CC CONDUT IS NOT CUSHION HANGER OR APPROVED EQUAL IS RECOMMENDD AS L Z A WAY TO PRENT SVMME(O THE Fs;OPLK.'CABLES. ° Q STEEL UNISTRUT CHANNEL , w V o - O 0 7/I{•■HOLE FOR v HARDWARE z CUSHION HANGER At C ��HOLE ASSEMBLY romml SNAP IN HANGER / POWER CONDUIT[ FIBER/COAX CONDUIT . �, 2{ s GALE: 3' 1' 0'I `} 24'36'SCALE: T = -�-1 �- „..,,....3.- 1•.1 1/2' i'-0' _ 11'.T7'SCALE; 1-1/2' - e; SNAP-IN CUPS PART NUMBER MANES By COAXIAL CABLE USED 4 FIBER ODC PLUG 4 FIBER ODC PLUG REVISIONS N0. N7[. 04OTMPA011 MTML' HUG4 24249 HUB4 24249 .}•b... 1 Is619IS•191U1RR1911RINY ms 6/024249 84024249 ,.. ' s ull 9M9RNRIIN MM■Ili 94TH 11•44.9 w+ITrwt{cr 1'I • FASTEN COAXIAL CABLE WITH MICROFLECT 4' X 4'X 12'PVC SLEEPER MICROFLECT PART 1 SNAP-IN CLIPS PART NUMBER VARIES BY /81599 OR APPROVED EQUAL INSTALL EVERY AMPHENOL THIS END NO COAXAL CABLE USED 6'-0'O.C. WHEN MOUNTINC TO ROOF, SET ' AL06F13-715 CONNECTOR SLEEPER IN ROOFING TAR TO PREVENT MOVEMENT. RUBBER MAT MICROFLECT PART /B1637 OR - APPROVED EQLAAL, CUT TO SLEEPER SIZE. SET Si 4 FIBER ODC PLUG 4 FIBER OOC PLUG -•, NOT FOR CONItllClION UNLESS HUGER-BURNER HUGER-BURNER MAT IN ROOFING TAR TO PREVENT MOVEMENT. 64024249 84024249 � � LABELED AS CONSTRUCTION SET•I Is \ SHEET TITLE COAX DETAMS O ALD6F13-7L&S THIS RUBBER MAT UAL CUT PART PE S . APPROVED E(XAL.CUT TO SLEEPER SIZE. SET - MAT N ROOFING TAR TO PREVENT MOVEMENT. gee" 4'X 4'B 12'PVC SLEEPER MICROFLECT PART SHEET NUMBER UKfT CQA�I `-r 0.CY APPRO./ED o S EVERT 2 SLEEPER N ROOFING TAR TO PREVENT MOVEMENT. ROOFTOP COAX SUPPORT A-9 24;■39; N 24.43g'SCALE NOT TO SCALE I „.„, .L.,..._NOT TOT SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS iS PROPRIETARY BY Am, OR OTTER THAN THAT WHICH MINTIER TO COMER SERVICES IS STRICTLY PROHIBITED . • clear w're 4400 CARRLOM POINT KIRKLAND. WA 16033 PACIFIC TELECOM SERVICES. LLC Sw INN AM.L.1.11.OW Swma M.1//N Am.:(701)34-5000 IM(S0/)103-1311 tiS `�1A > M /11I-B-. ,.r.,. ?/ • 1 �. NOT USED '7 NOT USED NOT USED C �.'1'd WA 21•.36'SCALE: ROT tO / 2''.36'SCALE. NOT 10 SCALE J 1,•.1r SEA NOT To scxE ?i-.`ii-s :ST ITS leg I " +,•.1r scAIE: NOT TO SCALE I 1' OF PARTS LIST EXPIRATION DATE OF THE NARK K[Oro LICENSE OE13QH0 P272 1 92016 2 HMSO 2 11 TOTAL WT.: 70/ r LU to wh U N as LI 4111: 14 0.0� U Z w•, J'Ilk 2/6 OD. 72' REVISIONS NO. DM OEOCWPTON 011W. 1 13-5-11 IA17!COMM WNW 0.10 �� ♦ ] /{"11-111 SU ITTAO.0 IMAM VA `l 1 ] N-M•M1fWWTTII�OCT>;( MD 82018 11 i • NOR FOR CONSTRUCTION UNLESS 13/16. 1•SLOTS LABELED AS CONSTRUCTION SET 12. USE FLAT WASHERS 14 1/r...,,,,s.,. SHEET 11TLE I 14, calsna)cna+OLTAILS ELEVATION VIEW SITE PRO PART OR PRE-APPROVED(DUAL SHEET NUMBER 2 3/6.O.D. 6 72'MALL MOUNT A-tO NOT USED NOT USED INSTALLATION MOUNTING ELEVATION 21'.36'SCALE: NOT TO SCALE 11'.36'SCALE: NOT TO SCALE 2 '.36'SCAM- i u 2 PRODUCT NUMBER:82019 11'K17:SCALE: NOT TO SCALE_ 11'.17'SCALE: NOT TO SCALE I •ITT'ef•u ' THE INFORMATKTN CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY Ir rxTURE. NOV USE OR OISCLABURE OTHER THAN THAT%POCH RELATES To CJYem maces IS STRICTLY PROIOIRED. ' MINIM ■ • Jj�: PELT clear w re • � / to a oROGREES OF OOWNILT AIR'il.E. 4400 CARULON PONT KIRK AND...98O33 ment -.s `+~ MOTOROLA OAP t' ,��• PM ProRT : +a II . . PACIFIC TELLCOM sE1llnCCi. LLc ..�*mom S.aw4I0 mmommio- 14r.;INq 342-WOO 244(204)M2-pt) menu ApIUSIAtOR I I `..7 `i( --_� _./ `l' h •alIt 1111 • N SEA WA , NOT USEQ CABLE CONNECTION ANTENNA MOUNTINGr NOT USED�rp A 150011 11',1 r�: NNoTOT TO 'I +12:• SCJ4E: +' - 1.-0" .1 tf'.I7 SCALE NOT TO SCALE I `f 24'x]8'SCALE: NOT TO SCALE I �� 73CCSCA 1/2' - t'-o• 11•x17'SCALE: NOT TO SCALE 24 3C SCALE: NOT TO SCALE CL OF FPIRATION DATE OF THE 11/Pn.,.di,n _ 2x.0" WwUFACTLRIER MORONDLA ( : tYrdri 1111111111` MANUFACTURED Mor oeaA rL UNISTRUT 1111 MOUNTING PIPE ( ,0.o- Ai' •ID LENGTIt 27.i 1" .:_________: MID W oEPna aD' EERI►: C�® I ® •‘4 1 imiii—.--...t. , wAUFACLRE t rorEaDw E PART/PN3-111-4082-R LEWD.e.o- MDTH uo' �rtm r : us HN U Ti-. co OO 01 Lo —1(grAl o ,.„ mii 'A. 0 0 tO +:x v MICROWAVE SPECIFICATION[ GPS SPECIFICATION IIr DAP SPECIFICATION ANTENNA SPECIFICATION�I 24131,SCALE: 1-1/2;. 1.-OO;1 - - 11,b1r3SC$C$A2C.TLE�j;: 11--00'1 _ 2411¢ CA4E• 1-t/2• • 1•-0;' ,J 2s•■3¢'SCALE: T-1/a; : i;-�;I `j' 11 ill 1• 7 SC1�LE: /4• . 1'-0 11 1T SCALE: 2/ 1 SIGNS AND P ACENENF 1.LOW LEVEL SLUE NOTICE SIGHS - PLACE AT SHE ENTRY/ACCESS PONS ALLY• ate, CLEARWIRE ANTENNA INFORMATION IIOOfTOP&PLACE SIGNS ON THE WOK OF ROOF HATCIt PLACE ON 0.A Pt CCESS 0O0R UNLESS DOOR IS USED WY 0O21331.PUNJC OR BUILDING - •• TENNOS ON A REGUAAR SASS FOR ACCESS-w TIESE CAGES CONSULT MD CENTER COAX REVISIONS -WATER MKS; SECTOR ANTENNA BAND / AZIMUTH MODEL Orr. [wDY1NTILT PLACE SONS ON COMPOUND GATE. • _ FT. AM LENGTH (t) NG. PATE 0001 40N -wipL - NETWORK COG ER OWNED OTED PLACE ONE$IGN ON COESOUHE NOTICE A RED 1 2C POMERRRYE _ 1 0 +M'-r 130'-0• N N.A.M'.+.oa.l.a +x GAIL ALL see SHALL TIE SECURED WHN DINER STAINLESS STEEL.21P S 2 00• POMEARMrE 1 0 1M'-r 77'-0' VW IRS OR STARLESS TE0I SCENS. • 2.CONSTRUCTION COOROR 301 PARTICIPATION II S1GII LOCATION: C YELLOW 3 +OO' POWOIIOE 1 - 0 ur-r :or-D' NETWORK CARRIER CONSTRUCION WOOER SHALL IEET WRN ALL 01.0 YS MW MD 34' POORER _ I I 170'-r 14O'-o• 00f1$T+R1C110N COOIIDRIA7OR'S TO oURRwE CRITERIA FOR SIGN PLACEMENT. YO we T00 w MOM t D EN'-O' Tfr-o• t EMPHASIS OWL SE PLACED ON CIATUD G lG•SHES.WHERE 1IE .8 _ IETWdw CARRIER COl6IMJCION MANAGERS SMALL ONE CONSTRUCTION row TOD 230' MOAN 1 0 17r-r 21r-o" - OP�00ROrN,TORri Al MUCH GIIDANCI ON EACI4 SPECIFIC STIMtIOM Al =E OWEVOC CONSTRUXTION monomers 124W.SE re MW no 33E NORM I 0 17r-r lir-O• - - - I 10 PARTNER ION NETWORK CARIDER Co1RINJCBON MANAGER w... :-...v....... Li Mw TRO 110 ANION L 0 I7r-r RR'-o• IN MONO PIACDIDIT PERTAwwG TO CIWLUIGSIG STIES.A SITE MST A;�,.� ^,,,•,,,�, _ - MY SE REQUIRED TO PI17LL REOREdIS.tO1S1JCT10N COORDINATOR NOT FOR OOISTRPCTION UNESS S ATM (COoIOfi RICE; NM R ; 3 LASFLEO AS COIIS7RiCUON SET LOLL CERTIFY ALL SON LOCATORS AT THE AU SDK.PLEASE NE SON D ETAIL AND SUE. r;j"„..........= LAID.MNMONG SHALL OE PLACED AT:SO• N NVENTOI OIMLL ACCE NETWORK CARRIER WAREHOUSE * +.MI/MN�12•OF DOLE AT SOTN ENDS SHEET TITLE TO SE 01SRURSED AS PART OF NE OEIIERAL CONTRACTOR SOM Al CALLED 3 P . TO SNTIlY OM THE CROW FOR A CABLE 1UPPORE'SROOE Rr NO DE OUT w JOE ORARSIDf FOR EOM SHL •COORDINATE MCIMAUL INSTMLA.ON DM FINAL DCG SHEET NUMBER NOTICE ESIGNAGE 3 ANTE_9NpA�AS�,21EDUL� �N(OT USED" PF-1 2241311 gut NOT 10 E 11137•�'3 L.NOT TO ?T SCALE: NOT 1$SCALE ' - TIC.FOINLATION CONTANED IN TWO SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY SY NATURE. ANY USE OR DISCLOSURE OTHER IWO TIMT MOON RELATES TO CARPER SODICES IS EMILY PROMOTED. 1 INIIIIIILIIIIIIIIIIIIM .111.111LAIIIRELda-itaLIIIIII TIE OP TESTS PROVIDE A U€ANS OF DEfERMNINC THE CONDITION OF THE TRANSMISSION SYSTEM. IT IS IMPORTANT TO 15061611111 A VALUE OF RETURN LOSS TINT IS AS LOW AS POSSBLE TO MANTAN THE SYSTEM INTEGRITY. iT Is ALso VITALLY I) HER 6POTIBE S31E, MSS.TROXIORC JIM POMO IDYL 1611. M�-YcoNTINUITY(CONNECTOR OR OTHER ANOMALY IN A 1RANSIASS1ON CAL,, O/ T TO REALIZE VIE PROPER TEST CONDITIONS WHEN ANALYZING THE SYSTEM. THE BEST RETURN LOSS FIGURES Will Mb 6KORMA OM I ETIC L 1 s IN THE RERECRat W ON 6 A LOSS or THE INTENDED TI�KI OCCUR Mho •A M O11M LOAD PRESENT AT THE END OF THE TRANSMSSION LINE RATHER THAN AN /� •r[]® 2)'*�t1E TEST el4=4, IMY BE ETfI OE iNE f�,LmM1O TEST EQUIPMENT SUITES a!!MUST WIT[MM POSER AND IS CALLED 'THE I11,O I Dm Kamm FOR THE SIGNAL TO TRAVEL TO THE POINT OF Nw K IS KM SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT clear Y V 1 (.� BOTH DIN-TYPE ANOMALY AND BACK. ONE CAN TIE Y'S DISTANCE THE POINT OF ORIGINATION OF THE SIGNAL. T� '� RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SAMAR • 3) O-TYPE TERMINAT*fOR TEST EQUIPMENT CALIBRATION I' TS WERE OBTAINED VATH A 50 OHM LOAD THEY MUST BE COMPARED WITH A 50 LOAD (50 OHM 1ERMINAnON AT PCS/ElMR FREQUOIC YES) THE R(TLMII LOSS HAMS OF THE ran LINE antreens aramo DIVER THE ENTIRE BLOCK ASSIGNED a~ K 00 C.O. WANyPO ST 0) WD nor SES DISTANCE TO 10 NREEaBF�E THE RETURN LOSS ASSOCIATED WITH a PRE M OR LAPTOP/!C Wllq laMOIIMG Al ICRBLE COMPONENT THESE VALUES SHOULD BE REFERENCED TO TN( OF 1 s liou•OTHER THE FREQUENCY BANG AND RECORD THE VALUE. IF THE PL usTED alas.s TIR NNOt MEET THIS vALIHC,1NO1 THE MEASLB�LOms 1�111UN> I�I1 MOM OM•LESs THAN THE THREfepl•WAR.THEN THE TEST HAS FAILED + 5) TYPE TERMMB OM P TESTS MISSION TAJSPECT COMPOtq('Hp LOANED AND A) 7/N O11 AWE 1(N SHORT 1�M MEASUREMENT TO SPECIFICATIONS. IF A CURS,F EIaI a•/W6NE TO MAO R1 TENT AHD REPLACE 1E Dinner COMPONENT. (NOTE:AT A) 7/16 Iw P OPEN m�6N w Au Oi THE PERK MOB M K SEEN PERFORMED. THE ANTENNA 0016LECTION IS MOST LIKELY FAULTY). IF C) 7/16 ON* M WATCHED WO E TON VISUAL INSPECTION �'RE VIER TIWI THE ANTENNA/ANTENNA CONNECTION RE-11[ST THE TRANSMISSION UNE FROM THE IIMIWr 6) N TYPE PRECISE SPORT TERHAN DIII(AT OPO PWQUENCIES) TfiSERTiON LOSS TEST 7) TORQUE WRENCH IBM NCREMENIS DARN TO S N-LBS NOTE: WHEN USING THE ANRITSO SITE MASTER YOU MUST TEST OTS T f TESTS BEWARE OF WHAT YOU HAVE 114E SIR ENTER NM sr-UP TO MEASURE. IF THE SITE MASTER MODE IS SET-UP TO - O� ZEST EDUIPMEIR AQuENCY SWEEP RANGE TO THE BASE STATION TRANSMIT RF FREQUENCIES USED IN YOUR PACIFIC TELECOM SERVICES. MEASURE RETURN LOSS VO<1 THE PlI-_AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION 1) A 7/16 DIN 50_MATCHED LOAD INTO OE O�ECTOR AT THE ANTENNA ENO Of TRANSMSSION FEED LINE TOP MARKEC LLC LOSS. IF THE SITE VASTER E 10 CABLE LOSS YOU MUST MADE THE PEMC TWO VALLEY J - 7Q 1MNSMIT POWER TO TOT EQUIPMENT DEFAULT No rino rmem.s_,S.A.Asa MEASIREMENTS BY (2)TO GET TE tCT NON LOSS. 2)VERITY THE MOQUE scow Of THE FEED LBE oriumpot TM THE MATCHED LOW LATCHES THE MANUFACTURER'S - CALISOLTE THE TEST MOM ACCaIO6NG TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT Sown..ma.14104 RECOMM Emo01IS - THAT THE rm&Ep OWItt+ LOSS '•«K(Na)so-Hoe r•.:CNN sNA-4212 THE MATHEMATICAL MODEL FOR RL 12F ETCH CABLE Y(JUMPER. OR AWN UNE) IS PROVIDED BELOW: 3)SET THE IEEE ammo F KNNCY SWEEPI D FREQUENCY BAND USED N THE MARKET. ENSURE - RETURN LOSO M{A� , THAT THE TRANSMITTED WEEP THAT D E MARKET. FREQuD c E5 USED ARE MHZ 1)CONVERT ALL CAME TI'S TO REFLECTION COEMCIENIA OTHER FUTURE FREQUENCIES THAT ARE_ iEST1NG SEQUENCE - STS TESTS REFF COEFF . 1-I�/eT�R4I) 4) CALIBRATE THE TEST EOUIPMENT NEB 1♦TB'ST EaJ1 SJNUFACTURER'S EaAPMENT - TAKE MEASUREMENT or nit L. RN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE 2) C4.CIAAIF IMES ATTENuICRIBI IMOR3ob 5)VERIFY THAT THE TEST EQUIPMENT K COSETIMMEI TEl MFG NOM TO FAULT MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAKED. IF A FMLURE ATT FACTOR • E71K-(ATTEIAWOI DS/LOOIT)•LENCTH (FT)/434.3) 6) CONNECT THE TEST EQUIPMENT TO THE SIMs AIMPER$esosamoi AND ADJUST TO THE PROPER TORQUE SETTING OCCURS. PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF •C n. 3) COLLECT CONTRIBUTING REFLECIOa*AT OORQM OF SYSTEM ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED. THE ANTENNA CONNECTION IS MOST UKELY FAULTY). IF REPMRS __ 1 �i' TESTING SEQUENCE INVOLVE COMPONENTS OTHER THAN THE ANTENNA/ANTENNA CONNECTION. RE-TEST THE TRANSMISSION LINE FROM THE 4) MULTIPLY REFLECTION COEfFKIEN1s O TO COMPONENTS BY ATTENUATION FACTOR FROM STEP 2 NOTE MEASUREMENTS OF THE RETURN LOSS AND THE INSTANCE CORRESPOND/1Q 10 EACH CONNECTOR PAR.ALSO NOTE THE BEGINNING OF THE ATP 5) REFLECTION COEFFICIENTS OF SOTTO COMPONENTS ARE UNCHANGED LOWEST RETURN LOSS VALUE MO comitiro BID NR EACH CABLE(INHERE PRACnCM, USUALLY CABLES )-6'-0' - PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES �! 1 'ICHAR HALL 6) DETERMINE RSS (ROOT SUM or TIE!MONIES)OF REFLECTIONS FROM STEP 3 IN LENGTH). IF THE MfAM LESS THAN THE APPROPRIATE VALUE FROM THE TABLE N /h I-! rr RFF - (REFt-2+REF2-24 -.5 BELOW.THE TEST HAS FATTED. lAf AN RE-TEST THE TRANSMISSION UNE FROM THE BEGINNING IXH CRIfERN •�/ �/- ! 7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS: OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMMMNC LINES ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE LNNMUM ALLOWAB VSWR - (I.RFF)/(1-RFT) RET LOSS • -20•LGG 10(RSS) THRESHOLD VALUE. - A _. _. EXIT CRITERIA - PASSED PRELIMINARY VISUAL INSPECTION cp JEST EQUIPMENT SURFS AU. TRANSMISSION LINE COMPONENTS N ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM - PASSED FEED UNE INSERTION LOSS TEST (n 5 LEI WA ALLOWAB:E THRESHOLD. - PASSED ANTENNA SUBSYSTEM i 5- PASSED FEED UNE RETURN LOSS TEST C 008 WILTRGO SIMMER$331 CAME MAD SPECTRUM ANALYZER WITH PIOT STORAGE CAPABILITY �� OPTION A =fail -ANTQBA MIME*OR EQUIVALENT EQUIPMENT (600MHx-2.1 Mix RANGE) OR APPROVED EQUAL MINIMUM CDMPSkiFM RFRMBN I TALI mu UFS fINAl_VISUA1 INSPECTION. �` SPECIi6AM MMLY2ER pat PORT-TO-PORT TESTING) SIGNAL GENERATOR (800M Hz-2.1 CHs RANGE) ~GQIAPONENT IifTURN LOSS(d81 O+ O ENTRANCE CROON EXPIRATION DATE OF THE cbNNccroRS _ 3o PASSED ALL ELECTRICAL TESTS LICENSE:06/30110 E OF SIGNAL GEHEIHMTOR pat PORT-TO-PORT TESTiNC) DIRECTIONAL COUPLER (40 AS DIRECTIVITY OR BETTER) I CABLE I- a5 TESTING SOMME I EITHER FFT CAPABNIY FOR THE SPECTRUM ANALYZER OR TOR EQUIPMENT ANIFMNA.SUBSYSTFM RETURN TOSS TFCT• 1)VERIFY OW THE ON ALL ANTENNAS ARE SEALED AND CO NOT HAVE ANY CRACKS, INCLUDING CPS __. 2)cm=We OMMOSII>EIRR6IC 1<n PRrYYdIRF THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED LINE 3)MEN AMMO NANKIN TO WITHIN 2 DEGREE MAINE TO MAGNETIC NORTH. MEASURE MECHANICAL DOWN-TILT TO ! P CONTRIBUTIONS)ARE TO BE OBTAJNED FOR THE COMPMNYS ASSIGNED FREQUENCIES IN TOUR MARKET. THESE VALUES SHOULD WITIeW ON MIKE HORIZONTAL FOR EACH ANTENNA IN EACH SECTOR. RECORD DOWN-TILT AND ORIENTATION ON THE �PECTION BE REFERENCED TO THE THRESHOLD VALUES CALCULATED FOR YOUR SPECIFIC ANTENNA IF THE VALUE OF THE RETURN LOSS VISUAL LIPECTON c -I W OW PRIIIIMPPIRY MULL PRIOR TO 1TW+SMK90N LINE TESTING.A VISUAL INSPECTION 6 TO BE PERFORMED TO VERIFY TINT THE CELL SITE IS K LESS THAN THE THRESHOLD VALUE, THEN THE ANTENNA FANS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE 4)vow,THAT AIITENNA I M THE NON-TILT PLANE, I.E., NO SIDE TILT, (AZIMUTH PLANE IS HORIZONTAL) TO WITHIN LyN- PROPERLY common ANO READY FOR SWEEP TESTING. THIS INSPECTION VERSED THAT PROPER TRANSMISSION UNE REPEATING THIS TEST.THIS TEST MUST BE REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SITE. 0.25 SEES AND R fa PN OR FAR.ON THE VISUAL INSPECTION CHECK-OFF SHEET. CABLES ARE INSTALLED,THAT ALL JUMPERS HAVE BEEN CONNECTED,MID THAT THE CABLES HAVE NO NOTICEABLE 5)VOW?THE wow aim E MATCHES THE CORRECT ANTENNA AND SECTOR AHD INDICATE AS PASS OR FAL ON F I 1 ENTRANCE CRTTERN THE MM.INSPECTION CHECK-a7'SHEET. (SEE CONSTRUCTION SPECIFICATION FOR ANTENNA CABLE COLOR COOING SCHEME). STRUCTURAL PROBLEMS. VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY ►THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED LINE SYSTEM AND INDICATE PASS TEST PREPARATION CONTACTING RF ENGINEERING. OIL ON THE VISUAL INSPECTION CHECK-OFF SHEET. PASSED PREUMINATY VISUAL INSPECTION VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT APE PRESENT, INCLUDING TOWER CREW FOR ANTENNA MAST ACCESS. - PASSED FEED UNE INSERTION LOSS TEST >)11EliY THAT CONNECTOR WEATHER PROOFING IS COMPLETE AND INDICATE ON THE VISUAL INSPECTION CHECK-OFF SHEET. '�"'� - PASSED FEED LINE DISTANCE-TO-FAULT TEST 8)CA JLJ.Y CHECK ALL ANTENNA FEED LINES FOR DENTS AND KINKS AND OTHER ANOMALIES AND INDICATE OBSERVATIONS / Q TESTING SEQUENCE ON THE VISUAL INSPECTION CHECK-OFF SHEET. LL 0 I)VERIFY THAT THE CORRECT BOTTOM JUMPER IS PRESENT (IF APPLICASI.E)AND OF THE PROPER LENGTH AND NOTE IN TEST PREPARATION - BSS RECEIVE FREQUENCY TEST 6) RECORD AU.INFORMATION IN THE SITE LOG BOOK AND THE SITE SPREADSHEET ( ( ) n THE CHECK OFF SHEET CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE ~ii U N 2)VERITY THAT THE CORRECT TOP JUMPER 6 PRESENT (IF APPLICABLE) AND a THE PROPER LENGTH AND NOTE N THE MANUFACTURERS cm CRRERA / } K N CHECK-OFF SHEET. SET THE TEST EW/ER�IMP atm 10 THE BASE STATION RECEVE FREQUENCIES USW I YOUR MARKET. SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP U v m rn 3) VISUALLY CHECK FOR ANY EXCESSIVE JUMPER STRESS CAUSED BY THE BEND RADIUS AT EITHER TOP OR BOTTOM 1) CALIBRATE THE TEST Mt T 10 THE END OF THE TOP JUMPER ACCORDING TO MYIJFACTIRR7t'S I . JUMPER,AND NOTE MY PROBLEMS IN THE CHECK-OFF SHEET. �¢iJJ W Cr 4)VERIFY THAT THE CORRECT ANTENNA(S)ARE INSTALLED FOR EACH SECTOR. INSTRUCTION. (CALIBRATE WITH AN LEEK SHORT AND 50 OHM LOAD) CONNECTORS P/F ANTENNA DOWN TILT AND ORIENTATION /� w 0 2)VERIFY THAT THE DISPLAY WILL SNOW RETURN LOSS VALUES. Cc 5)VISUALLY VERIFY THAT CONNECTIONS BETWEEN JUMPERS AND MAN FEED UNE ARE MATED. 3) REMOVE THE CAUBRADON LOAD FROM ME TOP JUMPER CONNECTOR AND CONNECT THE ANTENNA TO 1W FEED UNE TOP SECI08 EdlEtltls DOWN-TILT SIDE TILT p 6)VISUALLY CHECK FDR DENTS, KINKS. OR OTHER OBVIOUS STRUCTURAL PROBLEMS WITH THE FEED-UNE OR JUMPERS. JUMPER SECTOR jl tY EXIT CRITERIA 4)VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE ANTENNA MATCHES THE ummilICTURER'S SECTOR j2 SECTOR I RX1l N VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS. � •' SECTOR 2 �/R O m ____ CONNECTION AONCTION SECTOR /3 1k0/RXO N TEST FEED 1JNE INSERTION IFAS TEST; 7Ei1 BIS RECEIVE FREQUENCY TESTS SECTOR 3 RXI ` O TIRO�T OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BALD AND RECORD THE VALUE.IF THE JYFATHFR PROOFING P/F V TEST 1 D REILRMN LOSS FOR THE ANTENNA 6 LESS THAN THE THRESHOLD VALUE CALCULATED. THEN THE TEST HAS FAILED. THE INSERTION LOSS VALUES ME TO BE OBINNED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO ADD RE-CALIBRATION FOR DISTANCE-TO-FAULT TEST). TEST PREPARATION - ITS TRANSMIT FREQUENCY TESTS SECTOR jI 1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET. R CTO 2 TEST PREPARATION 2) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT. SECTOR j COAX COLOR CODE P/F moms! i) INSTALL A 7/16 DIN SHORTED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF THE TRANSMISSION FEED LINE TOP 3)CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S JUMPER. INSTRUCTIONS. (CALIBRATE WITH AN OPEN. SHORT.ANO 50 OHM LOAD). SECTOR j3 SECTOR It 2)VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE SHORTED LOAD MATCHES THE MANUFACTURER'S 4)VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. RECOMMENDATIONS. SECTOR 12 3) SET THE TEST EQUIPMENT TO SWEEP THE FREQUENCY RANGE IN USE IN YOUR MARKET. TESTING SEQUENCE - ITS TRANSMIT FREQUENCY TESTS OTEAPHER PROOFING P/F ANTENNA- 4) i THE FIELD ENGINEER PREFERS. THE TOWER GROUNDING AND THE FEED-UNE GROUNDING CAN BE DONE AT THIS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN T E �` SECTOR 13 PONT.TMS STEP IS THE FIELD ENGINEER'S PREROGATIVE. PROVIDED WORKSHEET IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, SECTOR It 5)SET TMNSMR POWER TO TEST EQUIPMENT DEFMA.T THEN THE TEST IS FAILED. 6)CALIBRATE THE TEST EQUPUENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. SECTOR 12 COAX GABLE P/F 1)VERIFY THAT THE DISPLAY WILL SHOW INSERTION LOSS(CALLED CABLE LOSS ON THE SITE MASTER); OR MEASURE PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL RETAINING TRANSMISSION ONES. SECTOR 03- SECTOR /1 RERAN LOSS THEN DIVIDE BY 2. EXIT CRITERIA COLOR 6)CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. CODING- . SECTOR 12 MANUFACTURER'S(SEE MANUFACTURER'S RECOMMENDATION) ANTENNA P/F \ REVISIONS 5) PERFORM SETUP RNLI MEASUREMENTS FOR ALL REMAMNC TRANSMISSION LINES. JRANSMSSION SYSTEM RETURN LOSS TEST; SECTOR #3 ND DATE OESCKPTON MDTML EXIT TJBTERLA SECTOR /1 110�-itgA muraN SOBWATS4 MAIM Mt ALL TRANSMISSION ONES IN ALL SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAXIMUM ALLOWABLE THE RETURN LOSS VALUE FOR THE AGGREGATE TRANSMISSON LINE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS 2 16-6•Ts FAN.CgsRYCAOK NA NNS RA TO BE OBTNNED FOR ROTH THE BASE STATION TRANSMIT ANO RECEIVE FREQUENCIES ASSIGNED AND CLEARED IN YOUR SECTOR 12 GROUNDING THRESHOLD. MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUE. IF THE VALUE OF THE RETURN LOSS IS LESS 2 IwNI-q SUBMITTAL UT AND THAN THE DESIGNED VALUE. THEN THE SYSTEM FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE SECTOR j3 -- - SECIUN ji CABLE ATTEN. CABLE LENGTH INSERTION LOSS AD' i TOP JUMPER (dB/FT) (FT) (48) SECTOR j2 ENTRANCE CRITERA = A BOTTOM JUMPER: X - - VERIFY THAT THE TREQUOlCY CHANNELS ARE CLEAR BY CONTACTING RF ENGINEERING COLOR COOING SECTOR 113- - PASSED PRELIMINARY TOW,INSPECTION .. MAN FEEDUNE: X _- - PASSED FEED LINE INRIPROR LOSS TEST - PASSED FEED UNE i IITC 1O-PAVLT TEST I COLOR CODING ' TOP JUMPER: X - UMS. OAP. OR IS - TEST PREPARATION- MT{OEM'In011eirr TESTS RRU We NOT FOR CONSTRuCMON UNLESS j CONNECTOR ANNEAL PER NSENTTION LOSS I)VERIFY THAT NEWS PO OININI IIE0 TO THE APPOPRIATE FEED UNE AS DESIGNATED IN THE COLOR COOING SCHEME I LAOELFA AS CONSTRUCTION SET (SEE CONSTRUC PAIRS PAIR(d8) (dg) TION , 2)OETERMNE THE WON LI 51• OF THE MIXES ' illl ! GROUNDING STRAP X 0.14 - 3)NERFY Tt ISOIOTATIMOTER MOM OF iNN RN*toe ORMiS+TOR. MATCHES THE MANUFACTURER'S RECOMMENDATIONS. iIS TRANSMISSION UNE SHEET TITLE 4)APPLY mow MOM'A NM$REIIWO01/RC7011 6MalEIC(.AVOID BLOCKING ANY WEEP HOLES ON THE ANTENNA I SWEEP?EST 5)wow it lair wawa*N THE BOTTOM JUr1PEA'S Oai 10R AND ADJUST TO THE PROPER TORQUE SETTING. BOTTOM JUMPER MAN FEEDUNE TOP JUMPER CONNECTOR MM. INSERTION (SEE WMNMPC S _ _ Z LOSS(48) LOSS (dB) LOSS(dB) LOSS (d8) LOSS (49) 6)SET THE TEST MaLMHgC T1E0UEN,Y SWEEP RANGE TO THE MK STATION RECEIVE RF FREQUENCIES USED IN YOUR •• MARKET. 7) CALIBRATE THE NEST OOIPM£NT ACCORDING TO TEST EOUI/MIK IWNUFACTIRER'5 EQUIPMENT. BOTTOM JUMPER SHEET NUMBER + + + - 8)VERIFY THAT THE OKPLAY WALL SHOW RETURN LOSS. COLOR COOING ■ 6 TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR / CABLE CONFIGURATION. ENTER (0) LOSS TOR THESE 1"- THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANT USE OR DISCLOSURE OTHER THAN 1HI1 M4CN RELATES TO CARRIER SERVICES IS STRICTLY PROHIWTED. ■ GROUNDING KEYED NOTES. GROUNDING NOTES; 5.A SECOND CLEMWIRE BUSS ONO-N STAND OFF INSULATORS(E.G. PIROO /vALMOM GROUNDING BUSS BAR PART NUMBER 82981 (CLEAIMIRE CONSILICTION YAWN RNN.L CONFIRM BUSS BAR PART PRIOR TO�CYON,rTnRArCTOR PURCHASE INTERNAL SITE=10401119110.�!�BUSS BAR. SEE DETAIL 5/E-2 FOR 1. SHALL CAREFULLY RENEW GROUNDING NOTES AM CONSULT WITH TOWER OWNER FOR sat sPEcirc OF/ANT] KM AROMA TO A NNRIRMR BRIT S*FOR 82372 OR EOUNALENT OR OM HINTED WITH • O =1011 ARp'TAltuN roll GIIONND MAR[DOF* CTIONS �IF THERE SHOULD BE ANY FURTHER CURB-CAMS SIDED ��I��NA-� CI�RIM IRANR[R R1Rq M 1MMDOFF CHLERR'T 9iSULATORS)7H1t1 ADDED AT THE BASE GROUND BAR � clear w re �� ♦ NRERRAL SITE soma TELCO RRR SAN PAL �5/E-2 FOR 2. !�1 ANTENNAS D KITS TO A '001_ !'JIEAD ARN A101110�LNCNIMI 1 00 EXISTING TOWER THIN A DEOICATEO �L CLEF LEAD R SS IISECTEO TO NW RTpCN�• TN[ EXISTING TOWER GROUND RING (FINAL ®GROUND BAR COMMUCTION AND B/E-i lop mu* NS K LOCATED II� ESS STEEL T CM 8w LOCATION 6F pFTON OF TOWER GROUND DUN MR SOU.BE APPROVED RV TOWER REPRESENTATIVE PRIOR TO 4400 CARILLON POINT NRR um Y R 7S 11R STIRL1CTy� DES$ STEEL OR A RTSTMJ. KIRKLAND, WA 98030 j6 AWG GROUND RROM GPS ANTENNA MOUNT TO RAIN OROIR!MR SEE DET,UL A >" AAA 191 o1 [CL MIN OO 9/E-2 OM I- POT P1u11 IP i�RRMCroR mover or NMI SONG le A wow 6.CLFARN�O QUID LEAD FROM LOWER CIEARDIRE BUSS BAR SHALL BE NO. 2 OR 2/0 AWG WIRE ARO SHALL ATTACHED R-PR a AMT OR NMI MNKD WITH uNNER5A1 GIRL/ 81 EOI11�r TO MUM LIRE/TOWER GROUND RING WITH PARALLEL THRU WIRE MOLD (LG. PIROD/VALMONT PART NUMBER 4 O BUSS RM� L BOX GROUND BUSS BAR TO SJTE SUPPORT CABINET O I 171791 S ERIMMLENT). &Mesas OF CIAMPI 1/PER BUSS Ira R►MLL NOT WIN vir ligg OF DRILLING,maw OR cum.Ns TRRt 7.CLEARWIRE GROUND LEADS NAY NOT BE ATTACHED TO EXISTING GROUNO RINCS WITH ANY CONFIGURATION OTHER THAN O/.6 A 9/CE GROUND FROM BREAKER BOX TO THE TELCO BOX GROUND BUSS BAR SEE OR TOT(SRL NCR ATTALOwyIT RRACKETS Stem RE anew OR MECFI j1LLY FASTENED TO PM THE >i+WIRE MOLD"WITH THE LEAD SWEEPING INTO THE GROUND FANG IN THE CONFIGURATION SHOWN ON lit 111114. © /6 NW MOWN) FROM BREAKER BOX TO THE TELCO BOX 4.111P ANTEA9M ARO COAX GROUND LEADS SIML TERMINATE AT UPPER BUSS BAR W/O INSULATORS AT THE NEAR 8.GLEAM=OMLRO LEADS FROM BOTH ANTENNAS AND COAX GROUND KITS WHERE THERE IS AN ESTABLISHED GROUND PACIFIC TELECOM SERVICES, Lilt 00110A�i al THE POLE SHAFT OF TOWER LEG RUSK DWI._RRN� AT THE TOP OF A NONCONDUCTNE POLE OR STRUCTURE (E.D. 1/000 UTILITY POLES, PRE-CAST LLC 7 12 AT/ RD FROM ME SUPPORT GANNET BOX GROUND BUSS 8AR TO ALAN �RR1R OM w RT�IRR THAT ALL. EQUIPMENT ON THE TOM GORE MM1Gs. FIBERGLASS STRUCTURES, ETC.) SHALL EMPLOY THE USE OF SEPARATE GROUND LEAD see,,,,.,,,,,,,y.,s„I„aw COMPUCIORS Num=DOWN THE POLE OR STRUCTURE TO A BUSS BAR AT THE BASE OF THE POLE OR STRUCTURE GROUND MR(TYP OF (2) PLACES) SEE DETAIL 9/E-2 P07E11TIAL 18MBALNNG 01[COANAOM Q10UN0 PLAN). ANO FURTHER RUNNING INTO AN EXISTNG GROUND RING. P.,..12041 s.2�sa,0 SA F..�=os)I05-4517 ANTENNA GROUND BUSS BAR AT ANTENNA LEVEL AT BU ILDNG PARAPET WITH COAX U8 GROUND KIT. SEE DETAIL 5/E-2 FOR GROUND BAR CONSTRUCTION, 9/E-2 FOR / / N. • GROUND WIRE CONNECTIONS, AND 2/E-2 FOR COAX GROUNDING. \ \ / \\\• MAIN GROUND BAR AT BUILDING PARAPET WITH COAX GROUND KIT. sEE DETAIL ■ // / \\\\ Ale 9 5/E-2 FOR GROUND BAR CONSTRUCTION. 9/E-2 FOR GROUND WIRE CONNECTIONS, , O AND 2/E-2 FOR COAX GROUNDING. ® / \\.\\\ \/6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR(TYP). SEE /+ -I ��_ � L��.�1 TD DETAIL 4/E-2. \ 0 B.HAIL it /2 AWG GROUND FROU ANTENNA GROUND BUSS BAR TO MAIN GROUND BAIL (TYP \ •/` J 4. OF (2) PLACES). SEE DETAIL 9/E-2. / \♦ \� m ~+�/ • / '� /2 AWG GROUND FROM LWN GROUND BAR TO EXSIT1NC BUILDING STEEL OR COLD - // \o ( W '�/�12 WATER PIPE OF (2) P ). SEE DETAIL 9/E-2 ♦� �� \\o O (n� S M+ I WA t3 SEE FROM OAP UNRS (IYP OF(6) PLACES) TO ANTENNA GROltNO BAR \ j , \\o\ ® ��<„> ,„>\ \\ / �� -,m ,�\ OF 5008 O*VVV / J \ EXPIRATION DATE OF THE \\\�/ ♦\� sm LICENSE:06/30/10„,,.),..\4 rr \ H \ Z a \ /� \ \\ \ /\ ( I C V V to a N A c'V4 fir. J` o d I \0 4.. \ z G Te ,•- © .� N if y/♦ 41;.1 \/• //• \, U O A, O,400�.1 ./\fi i �� f f 1 t ...., 4 ABBREVIATIONS ELECTRICAL SYMBOLS �\ � � � AWG AMERICAN WIRE GAUGE / �� o /r1\ ♦� _ ►tN.rIONS _ GROUND BAR , A 4 \� /� E:1 E J�• "'�- BCW BARE COPPER WIRE \ \\7-: % ..-�- T'-- OWC DRAWING ® GROUND ROD WITH ACCESS /� y_(--�. T----->) EAR ELECTRICAL uETALLIC TUE:NG 0 CHEMtCN GROUND R00 ® _ 13 \'\ . LI� ,P � j GEN GENERATOR ® GROUND ROD \ ® \\-. /S• ��_IGR INTERIOR GROUND RING (HALO) o Q DISCONNECT SWTCH +, RI♦��AMC INTERMEDNTE METALLIC CONDUIT \� \.' ��-�MG8 MASTER GROUND BAR METER O ` \ �• '�—_PCS PERSONAL COMMUNICATION SYSTEM / `�`�, w- . CIRCUIT BREAKER 1\ ♦\ •/•/PTS POWER TRANSFER SWITCH /' ♦ 1RiE CR6 STRuC UNLESS PVC RIGID (SCH. 40) POLYNNYL CHLORIDE CONDUIT CADWELD TAPE CONNECTION o IAMIRO K RONSTRUCTION SET RCS RGID GALVANIZED STEEL • COMPRESSION TYPE CONNECTION \ ‘o SHEET TITLE \ �� i GROUNDING PLAN RWT RACEWAY GROUNDING WIRE ♦ TP TYPICAL \ \ e --REPRESENTS DETAIL NUMBER \♦ / o�� --REFERENCE SHEET NUMBER \♦ / 0 SHEET NUMBER IT t ::-.':,!'.-.7,-.:7.” -1 24136'SCALE: 11•.17•SCALE: C,ROu\DI\C,(IAN'IAN' 1 THE INFORMATION CONTAINED IN no SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERNCES IS STRICTLY PROHIBITED. -J #6 AWG FROM ANTENNA CABLE mum) KIT GROUND BM on clear w'r e° a. WALL. KC iO PCNNT FLOOR OR ON KIRKLAND,LWAN 98033 ANTENNA TOWER I I I I I I I t — ' IRML ��As AM ' a 01107* o 01;r---� PACIFIC TELECOM SERVICES. RVIC ES. I' 104 O O *O o V, LLC i i `_• 3 sea M11.......S.5.06 y 630 Seam..MA.44:04 •.. fxq 14:-9600 .a.-(OO 903-6,3 *TAO HOLE LUG. OR EXOTHERMC M°TO BE USED WITH /2 AYC BCW TO 4 1� SERVICE GROUND OR GROUND '+l[ GROUND CONDUCTOR SHILL SE gM �GO �� WHEN GROUND BAR IS ELECIMMILLY/OWED TO METAL TOWER/MON WQI[mum= .,CHAR!?p L1 A I tss MREE: 'Zi D F1M1. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES Y'`,. .if SHILL ONLY USE EXOTHERMIC WELDS. • / • NOT USED "� NOT USED NOT USED (1 GROUND WIRE INSTALLATION Fl `Y S 50� WA 24-.36-SCALE. NOT TO SCALE I2 24',35" SCALE. NOT TO SCALE II 24'836'SCALE: NOT TO SCALE 10 24.436'SCALE: NOT TO SCALE ii, i 11-.17 SCALE NOT TO SCALE_ I1•.17_ SCALE NOT TO SCALE It'817^SCALE NOT TO SCALE II^.17'SCALE NOT TO SCALE (, 0* v � OF EXPIRATION DATE OF THE 0 \^, I� 0 LICENSE:06/30/10 0 7/16. I 3/ s°ff' o -i2-f ° /° o ° 1 � J'p 6I°lc p, o ° o 0 Ie o ° / to ®° °° o ° : U J H An I) COPPER GROUND BAR, 1/4'. 4'. 20', NEWTON INSTRUMENT CO. CAT. NO. 8-6142 OR APPROVED EQUAL. HOLE CENTERS TO MATCH NEMA m DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL ""ii VARY BASED ON NUMBER OF G OUNO CW84ECT1ON5) 0 N n 2) INSULATORS, NEWTON INSTRUMENT CAT. NO. 7061-4 OR APPROVED EQUAL M. O 3) 5/8'LOCK WASHERS, NEWTON INSTRUMENT CO. Ce As CAT. NO. 3015-8 OR APPROVED EQUAL O 4) WALL MOUNTING BRACKET. NEWTON INSTRUMENT CO. Cr CAT NO.A-8056 OR APPROVED EQUAL Cr 5) S/8-11 X 1.WADS ROLT5,NEWTON INSTRUMENT CO. 0 CAT NO. 7012-1 am APPROVED EQUAL N 6) INSULATORS SHALL It ELRARRIER SAWN TIC 4C DIRECTLY TO TOWER/MONOPOLE STRUCTURE.CIONMOCTOI T+0 TOWER/MONOPOLE v STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENOATONS. z NOT USED NOT USED 7 NOT USED(( TYPICAL GROUND BART 5 24'+36' NOT TO SCALEIT 24'.38 SCALE: NOT TO SCAL 7 24':36' SCALE: NOT TO SCALE 1111 24-.36"SCALE: NOT TO SCALE 11'.17'SCA ) NQT TO SCALE 11'.17' SCALE NQT 10 3SA 11',111' SCALE: NOT TO SCALE 11'.17^ SCALE NOT TO SCALE TO ANT NNAS WEATHERPROOFING Rx2 Y Y T7TI/RX+ Krt ) r". 1CPI , ■ i ' 11J��, COAX JUUPER • IL GROUND KIT(TYP) ' X1,.�iAl (TIP) JYPE TA ITPE.12 DE NC TYP'S[ =! O. ''--1::=_ TAI 111 CONNECTOR I 16 AWG \� sr. E� CONNECTOR -* 46. \ MN=II'..IQ__ KR(TYP) SEE NOTE 2 �� A1� I ;6 [ill E ANTENNA GROUND BAR, -_—_ WITHOUT INSULATORS. TYPE W TTPF VS .12121_111 TYPE Pt • BONDED DIRECTLY TO TOP �_—_ OF MONOPOLE OR TOWER. = == ANTENNA CABLE r \ —I'I— LABELED AS CONSTRUCTION SET TO ITS EQUIPMENT(TYP) ��, K`` \ ;�` NOT FOR CONSTRUCTION UNLESS 10 GROUND RING • TYPE GT TYPL GY TYPE GR DMA. T _ SHEET TITLE DO NOT INSTALL CABLE GROUND KIT AT A KENO AND ALWAYS DIRECT GROUND WIRE GROUNDING DETAILS DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. SHEET NUMBER GROUND CABLE�CONNE�CTIONS '� CADWELD GROUNDING ,CONNECTIONS-7 A 2.'.36• SCALE:NOT USED 2 NOT USEDI 1 E-2 17'1117' T IQ SCALE I SCALE: NOT TO SCALE 24'417• SCALE: NOT TO SCALE SCALE NO 11'.17' SCALE: NOT TO SCALE 11•.17^ SCALE: NOT erg SCALE , THE INFORMATK)N CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHK:M RELATES TO CARRIER SERVICES IS STRICTLY PROMOTED. ff`-If flfl-1( �•% �—;— •clear w'r e® COI.IECTORS ELECTRICAL TAPE(1 LAYER) 4400 CARILLON RPM POINT STEP 1 STEP i VERTICAL CONNEC10101 SHALL BE N RUM TAE(ALSO KNOWN MEW,MOVES WATER NAY PACIFIC TELECOM SERVICts. AS IMSTIC.TAFFY TAPE) FROM COIRIcCTION.TYP. L1.6 $.full•••L.AAA$30 Ursa K ••••(ION AN-lose A••(IN)003Y1I EI = '•' — ��. .. • (2-- Mill Yt -/4 Go T CCNIIOIMKf ~i 4 ELECTR,.TAPE:3 LAYERS WITH r TAPE --*. � v4 4D.CIRCUIT BREJYSER VIM i.NW SOIL�o .Al TAPE I �" 4000_.... 1 (00 a ,,.,_ - C T MII►I SM SCOTCH COlt SIAM P 4 % NOT USED WEATHERPROOFING DETAILS `i',?, 5001 WA :'�= ►81 ° ;;=: ;oEl ' . �l� OF �� %/3 pIO EXPIRATION DATE OF DIE RI r COKONR UCEN IMMO SECTOR A SECTORS SECTOR C MICRC$3*E O6H 40A 120/2404. ,-PHASE. Ie Df CIA P.1R 111 Uri MATCH NO A/C POWER TVSS PANEL ANTENNA (PROWDEO WITH OUTDOOR POWER OAP UNIT - /V ,: h , i °ES" HI ., CORK GROUND �O i� I JI IIi r � 'i I V in° Sri rr O o /. O 3 1 000_ . I U Z ONE LINE DIAGRAM�f ':/—,��'----� �-, _ GROUND FUSS 9�R AT ANTEMNA LEVEL 1•sIT' MI IS SCALE �! �`�� WITHOUT ISOLATORS -.I 1 P S — 1 ,so METER l \ REVISIONS I�— _ N0. twE onol ELECTRIC CONDUCTORS IN , 1O4 2•SL1H. 40 PC COIKUIT .� 3 . .UI�m i 3 5.$I 0i ItAL SET no ' COAXIAL CABLES(Ill , OF(2)PER ANTENNA) \\ \ �!+�'� i .'� riL II g - i�Tiiii r GROUND IPA u D MKT RIM ISOLATORS C —% !2-SDUO BORE,E.ED neciiicoi.DETAILS SHEET TITLE COPPER OIOtMC MRE TO MOUND RAC(SEE TONER GROUNDING SCHELNTIC) SHEET NUMBER METER BASE DETA14 NOT USED ANTENNA GROUNDING DIAGRAM E_.3 74•.36'SCALE: I/r • 1.-0.1 J 2{•■36•S�yI,,E� NOT TO ANTENNA II�11 IT•il7•SCALE+ 1[4• • ,'-0• 11'.4'ME LT TO SCALEI - i•ztT IuCXE: i - I'-O.1 - 1HE INFORLMTION CONTAINED IN THUS SET OF CONSTRUCTKIN DOCUMENTS IS PROPRIETARY BY MATURE. ANY USE OR DISCLOSURE OTHER THWI THAT WHICH RELATES TO CA ER SERMCES IS STRICTLY PROl6MTED. . I-' GENERAL STRUCTURAL NOTES (TN,bloweng apply unless snow,othervme on IN.plant) CRITERIA • 1. ALL MATERIALS.WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE clear W r e R . OREGON STRUCTURALT SPECIFICATIONS. CODENAM ENDM ENTS(2007 E�DITION�EDITION),AND THE 2. DESIGN LOADING CRITERIA 4400 CARILLON POINT SNOW LOAD=25 R KI00 CARILLON WA 9POIN WIND LOAD(OTHER STRUCTURES) /AA& BASIC WIND SPEED•IID MPH ► EXPOSURES IMP.FACTOR=I.15 KZI=1 0 SEISMIC LOAD /f� ■ ■ /� PROPOSED ANTENNAS AND MICROWAVES PER ARCH SOS=0.7089 SEISMIC DESIGN CATEGORY D RESPONSE MOO FACTOR=2 5 IMPORTANCE FACTOR FACTOR=10 ` PACIFIC TELECOM SERVICES, IMPORTANCE FACTOR=150 3 STRUCTURAL-DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR !o rnI A..w=s..swl.ua BIDDING AND CONSTRUCTION CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR Swnl= r falpx COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION ♦ rno�=(Zaq!.7-woo .o.:(mq ws-�SIs 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE M STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY TO PERFORM H THE NTRAC .� . "- raKUF�S a. THE STRUCTURAL S•SEQUENCES R PROCEDURES NO OVERALL REQUIRED TO Y AUTHORITY THE CONTRACTORS L AD WORK THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND'CR �� 'DIRE CT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY ��''""HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR.THE STRUCTURAL �,r ENGINEER HAS NO DUTY TO INSPECT,SUPERVISE.NOTE,CORRECT.OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER,CONTRACTORS,OR OTHER ENTITIES OR PERSONS AT THE f'r 1 1 PROJECT SITE 6 CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECTS STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES .``` ` ��p O Q� SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. (2 11 I 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS 17ryS1 ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN.SIMILAR DETAILS OF AND CONSTRUCTION CT ON SHALL BE USED.SUBJECT TO REVIEW AND APPROVAL BY THE , Q TYP ?2, STEEL �� PAUL' Au N 8. STRUCTURAL STEEL DESIGN FABRICATION.d ERECTION SHALL BE BASED ON EITHER RISC-LRFD,RISC T 360-5,OR AISC-HSS AND SECTION 2205.2 OF THE INTERNATIONAL BUILDING CODE ^jr{j O 1.EITHER AISC-LRED.AISC 360-05.OR AISC-HSS&SECTION 22052 OF THE INTL 2.MARRCH 7.2000 Al C CODE OF STANDARD NDDORACTICE FOR STEEL BUILDING)SOF BUILDING CODE. ` ```�Q��0�� EXPIRES:f TES. l s;( PARAGRAPH 44.1 • 3.SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. OO� , 9. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992.Fy=50 KSI OTHER ROLLED SHAPES © ,`� DO INCLUDING PLATES.SHALL CONFORM TO ASTM A36.Fy=36 KSI.STEEL PPE SHALL CONFORM TO ` �-7�� OO� • , A500.GRADE B.Fy OR 46 KS!.CONNECTION BOLTS SHALL CONFORM TO SHALL M A307.FORM TO ASTM • �a' 10.ALL WELDING SHALL BE IN CONFORMANCE WITH A I.S.C.AND A.W.S.STANDARDS AND SHALL BE 0 V.' O�O H PERFORMED BY W AB O.CERTIFIED WELDERS USING E70 XX ELECTRODES.ONLY PRE QUALIFIED \ WELDS(AS DEFINED BY A.W S)SHALL BE USED ALL COMPLETE JOINT PENETRATION GROOVE WELDS � OO`OO ` I SHALL BE MADE WITH A FILLER MATERIAL THAT HAS A MINIMUM CVN TOUGHNESS OF 20 FT-LBS AT ' -20 DEGREES F.AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. ► o ANCHORAGE O ( � � = cc 1t.EXPANSION BOLTS INTO CONCRETE BE'KWIK BOLT TZ-AS MANUFACTURED BY THE HILTI CORP.. W INSTALLED IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-1917.INCLUDING MINIMUM EMBEDMENT O 0 IN CC REQUIREMENTS SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH , N N ICC-ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.SPECIAL INSPECTION IS , V �' REQUIRED FOR ALL EXPANSION BOLT INSTALLATIONS AS SPECIFIED W ESR-1917 SECTION 4.4.EXPANSIC C m Ot ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. WOOD ^7 O w O di ♦ AL/r Uj U 12.FRAMING LUMBER SHALL BE KILN DRIED OR MC-19,S GRADED 6 MARKED IN CONFORMANCE QQ■ WITH W.C.L B STANDARD GRADING RULES FOR WEST COAST LUMBER NO.17.FURNISH TO • xxd v7 U THE FOLLOWING MINIMUM STANDARDS: JOISTS AND BEAMS. (2x 8 3x MEMBERS) HEM-FIR NO.I / OO O O IO ~ MINIMUM BASE VALUE,Fb=650 PSI TN (4x MEMBERS) DOUGLAS FIR-LARCH .FE 1 OOOO� / } O MINIMUM BASE VALUE.Fb=1000 PSI 1`// LARGE BEAMS: (INCL.So AND LARGER) DOUGLAS FIR-LARCH NO 1 MINIMUM BASE VALUE.Fb=1350 PSI 13.ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED PROPOSED CABINET PER ARCH OOOO S. I\ WITH AN APPROVED PRESERVATIVE OR 2 LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND CONCRETE OR MASONRY. \7 14.PRESSURE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD C2 FOR LUMBER OR C9 FOR OO�y' O, �y PLYWOOD WOOD IN CONTINUOUS CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO A O 1� RETENTION OF 0.40 PCF.PRESSURE TREATED WOOD FOR ABOVE GROUND USE SHALL BE TREATED O TO A RETENTION OF 0.25 PCF.SODIUM BORATE(SBX)TREATED W000 SHALL NOT BE USED WHERE OO EXPOSED TO WEATHER.FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACQ-A OOOOO OOO CSA-A.CA-B TREATED WOOD SHALL BE 0 185 OR A185 HOT DIPPED OR CONTINUOUS HOT GALVANIZED PER ASTM A653.FASTENERS AND TIMBER CONNECTORS IN DIRECT CONTACT WITH ACZA TREATED WOOD SHALL BE TYPE 304 OR 316 STAINLESS STEEL. il■ 6) 15.TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE STRONG-TIE'BY SIMPSON •O•OO COMPANY AS SPECIFIED IN THEIR CATALOG NUMBER C-2010.EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED.PROVIDED THEY HAVE ICED OR ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS 1IP Ali RECOMMENDATIONS. D REVISIONS illek WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS PLACE ONE-HALF OF THE NAILS OR BOLTS f i NO. DATE DESCRIPTION Pew.. IN EACH MEMBER.ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE(MINIMUM)AS MEMBERS CONNECTED 06-0.-w PERMIT Ii$X 16.WOOD FASTENERS ' t�' A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS. , ,Ar SIZE LENGTH DIAMETER 0.113- . t 10d 3 IA2' 0.14!' 124 3-1/4' 0.148' led BOX 3-1D' 0.135' IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,THEY SHALL SUBMIT NAIL ■ NAOBT ELFOER ACS O NCSOINRSUTC SPECIFICATIONS TO THE STRUCTURAL ENGINEER(PRIOR O CONSTRUC FOR R EVIEW AND RTIUON C7 10UN N APPROVAL. ASTR O FRAMING SHALL BE DRIVEN FLUSH ` PROPOSED ANTENNAS AND MICROWAVES PER ARCH FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. B ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307.PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION `2005 EDITION)WITH A LEAD BORE HOLE OF 60-70%OF THE SHANK DIAMETER.LEAD HOLES ARE SHEET TITLE VOT REQUIREID FOR 3/6'0 AND SMALLER LAG SCREWS. STRUCTURAL PLAN I NOTES ALL STEEL TO BE HOT DIPPED GALVANIZED 1 SHEET NUMBER 24'x36'SCALE.3.12-•1'1)' PLAN Si - 11'417'SCALE '-0 1137=1 ' STRUCTURAL. I THE INFORMATION CONTAINED IN THIS SET Or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHI9I E0. • —FLASHING&WEATHERPROOFING PER ARCH • �) ,—Y2'0x4'LAG I IN EA CORNER OF clear re® r / CABINET BASE.PROVIDE 2'x2"PL WASHER AT OVERSIZED HOLES. 4400 CARILLON POINT KIRKLAND. WA 90033 EQUIPMENT CABINET f ---(N)3'STD STL PIPE 8'-0-MAX(31z 0-0-) P.T.6x6x6'•O"LONG SLEEPER I■I Y2"0 HILTI KWIK BOLT TZ w/ / PACIFIC TELECOM SERVICES, lir LLC i 2Y2"EMBED Q 24"O.C. III n, LL s..s.n.sso _ (E)SCREEN WALL PMn•.(204) s2-I000 .Tw1(!04)343-4313 4410 . (E)INSULATION \ . lGGf.� ►:♦:♦; ',:♦:. (E)Z-GIRTS �'I (E)ANTENNAS&MICROWAVES PER ARCH �'�,v��9 PRO f,�Ss ►*♦ ►�� /c qG 1 N �O r P.T.BLKG AS ,ii1 4 REM)PER ARCH ON cis d d r� (E)CONCRETE SLAB.7Yi MIN THICKNESS(FIELD VERIFY) } I EXPIRES: Ti 24'x38'SCALE:3••1'-0' CABINET SLEEPER CONNECTION 3 - 11•x17'SCALE:1 UT.F.0' I I \ it Ce w H Z o 0 L.1..]As PROPOUND CABINET PER ARCH 2 r_-i_ i •i� Z b � CD � m 7 p ° ° o o ..j ,�O \ O II I 7 �. (E)CORRUGATED METAL s1 ' SIDING,EA SIDE OF(E) SCREEN WALL , I PLAN lir — r --L3x3x',i-x 1'-6'LONG w/(2)Y2'0 1 MB.FOR BRACKET CONNECTION °. ° I VALMONT SLIDER REVISIONS °° o II , BRACKET(PART#SBWM) 1 ■a-■ PERMIT wK NO. DATE DESCRIPTION IPNDµ ° ° (E)ROOF INSULATION (2)Y2"0 U-BOLTS 1'r /�(N)PIPE PER , ,"�,', , ELEVATION i ••.'OOJ.•.4'OOJiP� Oi 04 4 4TP v OiJPJP ;roe, ' '� c••4•.i444444�4�4i•�elOA4..44 s� ►4•4•••Y 4.4.4 4.•• . .4•.�...4.4. I _.j ��..� •444.44.4.4.4- , ..44.44.444• <I I' .a — j' a • L3x3x3i,x1'-6" ° a •4 f .a • • QI• • • . I - • . (2)/r� y2-0 THRU-BOLTS ' ,� NOT FOR CONSTRUCTION UNLESS I • LABELED AS CONSTRUCTION SET I IN SLEEPER SPACING TO f t , SHEET TITLE TV MATCH C.T.0 SPACING OF 9TRUCTIJRAL DETAILS CABINET BASE CONN. (E)CONCRETE SLAB.7Y=MIN ELEVATION PLAN THICKNESS(FIELD VERIFY) SHEET NUMBER _''•"'SCALE: .1"'� CABINET SLEEPER CONNECTION 2 24-411*s At.E.sir•;.a TYP ANTENNA MAST ELEVATION S-2 „l,7•SCALE.T UT•1.0' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS S PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIR,TED Pacific Telecom Services, LLC STRUCTURAL CALCULATIONS FOR: Existing Rooftop Installation of: .eve z a l 4- • (8) Wall Mounted Antenna(s)/Microwave(s) o d 2 0 • (1) Sleeper Supported Cabinet RECEIVED JUN 0 8 2010 Client: Clearw°re CITY OF TIGARD Site Number: OR-POR425-B _ BUILDING DIVISION Site Name: LINCOLN CENTER _ Site Address: 10260 SW Greenburg Road OR 97223 Prepared By: Chris Simpliciano, EIT Checked By: Christofer Nickerson, PE Dated: June 4, 2010 ,oa o PR0p 5 . 1 N e `S'�p • %. CC • Ai i qy 12, `,� • "PAUL EXPIRES: 14 It' Contents Calculations 1-11 Appendix A1-A9 568 First Avenue S, #650,Seattle,Washington 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude=45.44473333 Longitude=-122.7739556 Spectral Response Accelerations Ss and SI Ss and Si =Mopped Spectral Acceleration Values Site Class B- Fa=1.0,Fv= 1.0 Data are bused on a 0.05000000074505806 deg grid spacing Period Sa (sec) (g) 0.2 0.948(Ss.Site Class 8) 1.0 0.340 IS I.Site Class B) Conterminous 48 Stoles 2003 NEHRP Seismic Design Provisions Latitude=45.44473333 Longitude=-122.7739556 Spectral Response Accelerations SMs and SM I SMs=FaxSs and SM1 =FvxSI Site Class D- Fo=1.121 .Fv=1.719 Period So (sec) (g) 0.2 1.062(SMs.Site Class D) 1.0 0.585(SM1,Site Class 0) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude=45.44473333 Longitude=-122.7739556 Design Spectral Response Accelerations SDs and SD) SDs=2/3 x SMs and SDI =2/3 x SMI Site Class D- Fa= 1.121 ,Fv=1.719 Period So (sec) (g) 0.2 0.708(SDs.Site Closs D) 1.0 0.390(SDI,Site Class D) Project: LINCOLN CENTER Design: PAGE: 10260 SW Greenburg Road CKS Tigard,OR 97223 Client: Date: E N C I N E E R I N 9 Clearw're 6/3/2010 Site Number: OR-POR425-8 KIT Calculation vogropnic:Factor.method 2/Per ASCE 7-05) E-W WindKn NW-SE Wind Ku N-S WindKn (5e°AttaChi,t i;..z;,SheetJ (50e A1!:7-neu!op,` (SOC A!tacIu d ropo Sheet) Topography-Figure 6-4 Topography-Figure 6-4 Topography-Figure 6-4 Terrain= Hill Terrain= Hill Terrain= Escarpment Site= Up Site= Down Site= Down H= 155 ft H= 87 ft H. 83 ft L,= 1521 ft L.,= 991 ft l.= 1321 ft x= 5285 ft x= 1717 ft x= 1585 ft h= 172 ft h= 172 It h= 172 It p= 1.5 p= 1.5 p= 4 y= 4 y= 4 y= 2.5 K,value. 0.95 K,value_ 0.95 K,value,: 0.75 K, 0.10 K,. 0.08 K,= 0.05 K2. 0.00 K2. 0.00 K2. 0.70 K3. 0.64 K3. 0.50 K3. 0.72 Kd= 1.00 Kt,= 1.00 K=t= 1.00 Ice Calculation in1C^Ghcn:_7Gr;c,;Fur.;.C,;j/-J.; t= 0.3 In Figure 10-2 Exposure B z= 171.68 Directionality Factor.Kd= 0.9 Table 6-4 Kr= 1.00 Importance Factor,I= 1.15 Table 6-1 f:= 1.179 Equation 10-4 Gust Factor,G= 0.85 6.5.8.1 I,= 1.25 Table 10-1 ASCE 7 (1+K,K2K3)2= 1.00 0 V= 30.mph Figure 10-2 Component Height.z= 172 It td=2.0t1,(KZt)" Override C,Value(Typ 1.0) = 1 td=. 0.74 in Pressures: Ref ASCE7-05 Ht K. I q, I Pw 0-14 0.57 1.36 1.16 15 0.57 1.36 1.16 20 0.62 1.48 1.26 25 0.66 1.57 1.34 30 0.7 1.67 1.42 40 0.76 1.81 1.54 50 0.81 1.93 1.64 60 0.85 2.03 1.72 70 0.89 2.12 1.80 80 0.93 2.22 1.89 90 0.96 2.29 1.95 100 0.99 2.36 2.01 120 1.04 2.48 2.11 `Inter Pw= 2.82 psfl .S*1C1..,ONPro wt's\C;.36,,P',C"-IfTwa(Par:: .. ,.^,P425.Fd..ro'-C.enter\C'.Frkyre..t^)\,Pea42581.43!r2'.r+s)Cab!Cr) • Project: LINCOLN CENTER Design: PAGE: _ 10260 SW Greenburg Rood CKS �� Tigard.OR 97223 Client: Date: 2 ENGINEERING Clearw're 6/3/2010 Site Number: OR-POR425.B f OR-POR425-B E-W 12249.000'W 12248.000'W 12247 000'W 12246.000'W 12245.000'W WGS84 1 •44.000'W a4- . "� 2 4 +ap) .�: 4 - Tee G + •�y (! I = o k'•S7Ir.3¢1�4ao.fJ.�r .S! C/lati. 95+x. ar '/ fie. te°- .d rr�r- 'y r . ,' ' �1 z $ . _ NS c MN" "� r .-• � �. tia 'E" .< �',,uy .�J?A� '. `,00.x.'17 wi1lIi,F' to tn• fif , ' ..�,%ii y�'1 x•T � z trz ' �w ".4 ! + 1�/Yft�� ; `/' �: Tr!11! JC :C•P'1� J F =� s _ �e • d r . 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S „ ? ..„. .eR. ∎•' .�- , : 1 _ 122°49.000'W 12248.000'W catigr47.0017W 122'46 000'W 122°45.000'W WGS84122°44.000'w no Lodz CN SS -_ +■rte ear ilk `: ::_s 175' ,' . - ._ - 5 6t oft. 528 ft. 1056 R 15114 R 21 t R. 2640 ft 31 R 3696 R +0• IL R $210 StAf R 6336 R UM 5. 7392 ft. 792011. 8448 ft. 8976 0-4489 fl.199' (fl'2'5„�' (c41;, 11x1) Gan.*ATM M5 NATIONAL :zr4--1� 1 = 83, ' 19 0 Wes 110 0° L : 4,2g—LIot : I321 / 16Yi° GEOGRAPHIC MI ��z ?.b� t N4ffR5.�___�00 k : 1-4If1*Z1 ° 15 B'y , 06/02/10 r OR-POR425-B NW-SE 122.49.000'W 122°48.000'W 122°47.000'W 122°46.000'W 122°45.000'W WGS84 122°44.000'W U j . ii, N .��,i+ ei:Ai,,�. ' '; r tar w•` i ! r Y,. 7 44 t; < _ M r i "dw° a.•ITO rn�. a/ 0� -N,..4. .,,, ^� ♦ i r ; "`�!- ' e''' .. II e ��ggq1• L 4w._, ry mod► a!! I. 1 .r . y.' o ill tL�� '•�`�� t~�} ,�/�ra��"`'ie &`�� 1 I {' f�j�o•, : ;' /a •Y. L�• � 1r�loor... r li� ',o. tFV'` �C/-..' r 41t-4. ,.:,l I . 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S I n 1056 II, t584 rt. 21128. cao n 3168 n. x3696 n. 4224 R. 4752 111 528011. 5808 n. 6116 n. 6864 11. 739_2 n- 7920 11. 8448 4.3, 0:3565 n..198' " j Gain:•79-90=•I I' �i 4X8b (rl (184i5,7-4"0 o s t , # NATIONAL (2$3 ,`°�'� o : yz 3i t 4 e /161/20 GEOGRAPHIC g� I;. __ —, — Kt%MRS I I X :7 3565 - ($4$ r 7i 7 , oeiox�lo I/ "' 1,0 5' Seismic Design Loads ;n-S/ructurol Components(Per ASCE 7.05) Occupancy Category III Table 1-1 Importance Factor,IL= 1.5 Sec 13.1.3 Site Class D Table 20.3-1 Response Modification Factor,RF= 2.5 Table 13.6.1 Amplification Factor,ap= 1 Table 13.6-1 Avgerage Structure Height,h= 171.7 ft Height of Component,z= 171.7 tt Mapped Parameter,Ss= 0.948g (USGS) Site Coeffient,Fa= 1.121g Table 11.4-1 Mapped Porometer,S,= 0.34g (LIRA Site Coeffient,F„= 1.72g ratite 11.4-2 Srm= 1.063g Eq 11.4-1 Son= 0.708g Eq 11.4-3 5M1 = 0.585g Eq 11.4.2 SD1= 0.39g Eq 11.4-4 Seismic Design Category D Tables 11.6-1 and 11.6-2 Seismic Design Force,Fo= 0.51 W Eqn 13.3-1 Max SDF= 1.70 W Eva 13.3-2 Min SDF= 0.32 W Eon 13 3-3 Seismic Design Force.Fp= 0.36 W (Aso) Wind Design Loads Method 2-Analytical Procedure(Per ASCE 7-051 Exposure B (ASCE 6.5.6.3) Basic Wind Speed.V= 80.mph (3-sec gust) Directionality Factor,Kd= 0.9 Table 6-4 Wind Importance Factor,I= 1.15 Table 6.1 Gust Factor,G= 0.85 6.5.8.1 K:,= (1+K,K2K3)'= 1.00 Height of Component,z= 172 ft Override Cl Value(Typ 1.0)= 1.0 Pressures: Ref ASCE7-05 Ht I K, i q, Pw, 0-14 0.57 9.67 8.22 15 0.57 9.67 8.22 20 0.62 10.51 8.94 25 0.66 11.19 9.51 30 0.70 11.87 1 0.09 40 0.76 12.89 10.95 50 0.81 13.74 11.68 60 0.85 14.41 12.25 70 0.89 15.09 12.83 80 0.93 15.77 13.40 Inter P,,= 16.29 pst 90 0.96 16.28 13.84 100 0.99 16.79 14.27 120 1.04 17.64 14.99 P;\StruCtwd+\Projects\C!?,xw>e\CWtriwe fPwfkm:.Y:•,PC) 25.L,,co`,Ce•.∎,e,\:)1.Frv,-..4.,1,,!?CR47S3 La,'e,:"es'tee,th Project: LINCOLN CENTER Design: PAGE: 10260 SW Greenburg Road CKS Tigard,OR 97223 Client: Date: 6 ENGINEERING Clearw're 6/4/2010 Site Number: OR-POR425-B All values Reference ASCE 7-05 No Ice- 0 pet I71 Ice- 0.74 in wind- 16.29 psf Fp- 0.36 W Z Ice- 56 pcf Wind w/Ice- 2.82 psf 5,i.- 0.708 g G1 z ( Lateral Loading Properties m m r General Equipment Inventory width Height Depth Weight Foce Wind Face Side Area wind Side Weight -Z III L7 'IlcowerwoveP3 f aI-K Q1y. 1(08 4f1) 0.5 c 0(in) 32 C`fShuore CF Face) Areo3 L b� Cf .0O 2769 Motorola DAP 2 1 7 1.58 0.75 0 45 Cf Square 1.30 1.85 78.23 1.32 1.19 50.93 90 Remote Down Tilt 1 0.40 0.58 0.17 0 5 Cf Square 1.30 0.23 4.91 1.33 0.10 2.14 5 3-SCHD 40 Pipe Most 1 0.29 10.00 0.29 C 75.8 Cf Round 0.70 2.92 33.25 0.70 2.92 33.25 76 0 a Misc. 1 0 15 15 a `m = s v- •s oas= . •s O •. General Equipment Inventory width Height Depth weight Face wind Face Side Area Wind Side weight ,;, Item Qty. {ffl (ft) (II) ice(!n) (lb) Cf Shoe Cr(Face) Area(ft) (lb Cf(side] ft-1_ (10) (10) w n Andrew 2 2.1/ 2.17 0.68 0 30 Cl Square 1.30 3.69 1556- 6 33- .48' 64.31 60 O 3"SCHD 40 Pipe mast 1 0.29 10.00 0.29 0 75.8 Cf Round 0.70 2.92 33.25 0.70 2.92 33.25 76 Z Misc. 1 0 15 15 n s v= •s oa •s s _ s m z A General Equipment Inventory Width Height Depth Weight Face Wind Foce Side Area Wind Side Weight Item Otv. (ft ft)) (Ft) Ice inl lb Cf Sho e Cf Face Area ft2 lb Cf Side ft lb) lb Cabinet I 2.00'.- .50 3.60 II ss quote W •.573 ' - W.--- Sleeper 1 8.00 0.29 0.29 0 50.0 Cf Squore 1.30 2.33 1.30 0.09 50 -- 0 n = .s v= 6 •s .. = r •5 r • r •s o A a o rn 'V i, • o z ' C N 3 S^ tr n V 61 m ' ''"Cu "oiects\C :e Creanvie(Krbt\PJR,258.1",- ,Cenrer•,Or.frOmeeiNIV OR•12S9 Lawn • Litter Pfp.E M.4-sT : P p. 2-5. lips it M ' -Z''P4.9 - 3755 ib-,T- F 4-, 5 K - l 6' 4' r°>z- 3 • SID Pirtr S ; S a, Ss ,;,y 0 g- tIt�` 4Iv(t yS - Aw NIJ.A/Mice-o 'AJ1. �cr Cl)r)Nti ern oM Vj�,4�j�'l%` l to Wt,w A�J7tNNA CONt5ITlvf1 A0letJzalS `5 `� 4p y1•fy f S't,C i 1 JEa-c i J)..- v, i (1 . 0. 1q- ras )i>� �y ` (1r o. i+(v,7aa))l7 +- 1-4-' I I _ W F t, I (2►tt) .+. 22- ° 2_4, 2- l , I l y� �w� i� lN FA-0�1.'�y, 'r/G = 2L - ►b-L (17`..)/ V : 4,6 16s m o D = Ar 1-f 1/41NAS P' 250 1I.s P11'42'014416 ! -1/ . Z sp (7-4-- ¢s. ., v 12.$ 4.4 1 '4 (2) - X /, et 1 -J- p�o1,•^(S -( " 4. G. Pt..r- God MScl 10 N r ii_rir. ,EZr,f,zr rNCOL JO c4 N'Trr 12. r (9/q 124',a 1&Z bc' S+ti C-&Rt tr)E %)P4, G'c,s{ r) o - ReF25-f3 www.ptswa.com -ft c,AR> , 012 g12 „ S�;h 23 e..,-KS swri Cabinet Loading Properties All values Reference ASCE 7-G5 ry-: 0 pcf Wed- 16 29 pis( Fp- 0 36 W r•• 56 pcf Wind•wi Ice- 2.82 ps1 s,- 0.708 g Lateral Loading Properties No Ice General Equipment Inventory Width Height Depth Face Area Wind Side Area Wwrd We,ghi Rem Otv 111) h) h Ice(71 Wei•ht(bl Cf Sha•e Cf(Face) (h') Face flb Cf Side It' ide lb lb Cabinet 1 2.00 5.50 3.00 0 1100.0 Cl Square 1 32 11 CO 1.30 16 50 1100.0 Plinth 1 2.00 0.33 0.33 0 25.0 Cl Square 1.30 0 37 1.30 0.11 25.0 _ _._.h• a• _.. 9.8 Ev= 1-i.7 otals• - ,in Cabinet Calculation Withdrawal Load Combinations (1.0..14'SOs)'D•E 675 lbs (0.6-.14'SDs)'0•E 839 lbs 1.00•W -338 lbs 0.60•W -253 lbs Shear Load Combinations V,v= O lbs V,.,= 137 lbs Combined Loading R= 850 lbs a,= 14rad SO dog . w.wa '- ' n PI n. Lag Screw Calculation Diameter.0= 112 nr suwa,. Length of Lag= 4 CAW, Speck Gravity.G= 0A3 • L { .ms).ee. Duration Factor C,: 14 araaru.r,,,. ill ell Withdrawal !f i i L Wrthdrawl.W= 302 lbshnrlag Penetration p• 2 3/16 +--� W 10561bsM �,41ag OK Shear § Perpedicular,Z 1-= 260 ibsAnrleg ,:t Ii Adi Factor.p180 0 55 gg Z'y• 228 lbsenllag OK Q =,,L "- w.'a•uaa nWa1 o n Combined Loading c-s • 965 roallnllap OK CABINET ELEVATION holed: LINCOLN CENTER Design: PAGE: 10260 SW Greenburg Rood CK,S • �....T....� Client:li OR 97223 Islet 9 ENGINEERING Clearw're 4/41010 Site Number: OR-POR425-B GH�Gic (E� (oNa. S►A ' �/ " co j SLAO • 4 it.32.6' P�01 w1 o .3 CW14 444) GaND,TfoN ,p- I ' --,P o ' (7.5;42 ) (1 So fc.F)(' ) = 41 4- Ib .r Wa��w ' (25 rc r) (I') Z 5 164 r w= 1. 2-(g4 ) . 1.4 (a-) = 153 lb,/(4 (1) Mo (.1s3 % )(2-.)(32.. ) 2 - (Nvw) CAB i Nt-` Iio RD ' 4'= 11AO 1LS M. 1100 (32,'y) /9/y°)l 5A z 6 3 4 ? I -4 (N Gp<A t - (4o'f 4- ,211 } - 4,94 o° = o, ! °o 404 mss P An/ 5 x 1N Fop e_ ,.,� XISrING-1 7 /. GoNGpz.i s 5 to 13 ..0 r6R- f am ,,).�r Fs:: LINGoLNNi_ER x/4/2010 www.ptswa.com 10240 S•) GrP t t;P8 y r F-9 bra, =pa g,42,6-g "f I aF-D g, of 7 22-3 yrtf"r 10 I SA S I N E( =t -- o tofthe, GO N we.eTt as) P = q-i q (>,.z (6arbs -r/ 4 4 q ( • (0)/2.' = 8 3 g 1" 2 F 11 1-I k-244./k 8 c j. "Ti?- W/ *-K ' tots* b 0 24" O.G O� / MS e.r i ccftJ L1Nc.cLiv LoAPnera- Onrcb/4- d 14 (0240 Sw 4fate�N$v��? T o4b dpi-f+4R4'2S www.ptswa.com -Ti!gijas) , 02 91223 OFSION4 SW Et II Pacific Telecom Services, LLC Appendix: Specification Sheets OR-POR425-B LINCOLN CENTER 568 First Avenue S, #650,Seattle, Washington 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 POWERWAVE Single Band Antennas POLARIZATION:XX-Pcl P65-18-XXW2-R Dual High Broadband Cross Polarized FREQUENCY(MHz):2498-2890 HORIZONTAL BEAM WIDTH('): 85 GAIN(deldUd): 18115.9 PRELIMINARY TILT: Integrated Electrical Tilt(iRET) LENGTH. 1.2M(48') ELECTRICAL SPECIFICATIONS' Frequency range(MHz) 2496-2690 Frequency band(MHz) 2496-2690 Gain(dBUdtd) 18115.9 Polarization Dual Linear t 45° Nominal Impedance(0) 50 VSWR <1.4:1 Horizontal beam width,-3 d0(°) 65 Venice'beam width,-3 dB(') 5.5 Electrical down tilt(') 0.10 Side lobe suppression,vertical 1st upper(dB) <15.18,15 Q 0,5,10° Isolation between inputs(dB) >30 Infer band Isolation(dB) Tracking,horizontal plane 160'(dB) <2.0 First null fill(dB) >-24 Typical>-18 Vertical beam squint (°) 0.5 Front to back ratio(dB) >27 Front to back ratio,total power(d0) >25 Cross polar discrimination(XPD)0'(dB) >15 Cross polar discrimination(XPD)660'(dB) >10 Far field coupling IM3,2xTx(p)43dBm(dBc) <-153 Power handling,average per input(W) 250 Power handling,average total(W) 1000 MECHANICAL SPECIFICATIONS` Connector 4x7116 DIN Female o u 00 J Connector position Bottom w Dimensions,HxWxD,mm(It) 1219x343x89.5(4X1'1"x3") Mounting Pre-mounted heavy duty brackets �'�• Weight,with brackets,kg(lbs) 14.6(32) Weight,without brackets,kg(lbs) 9.1(20) '/<d load,IrontalAateraUrear side 42 m/s Cd=1.8(N) 1093 Maximum operational wind speed,m/s(mph) 42(93) Survival wind speed,rr1/s(mph) 55(123) Lightning protection DC Grounded H Radome material ASA Radame colour Light Grey Package size,HxWxD,mm(II) 1430x400x200(4'8'x1'3"x8") Shipping weight,kg(ibis) 18.6(41) Brackets 7256.00,7454.00,2210.10 •Ail specifications subject to change vnthout notice.Please contact your Powerwavo representative for complete performance data. ANTENNA PATTERNS° For dotatled patterns visit htipi/woww.powerwavo.com/rpa/. 0 Typical Horizontal and Vertical Pattern for Above Antenna O Copyright 2C08 Pcwerwave Technologies,Inc.All rights reserved. Motorola Vx DAP IN RF Module Motorola DAP Shoes is the legacy Motorola DAP RP Modulo assembty.NOTE:Th.legacy'DAP Includes RF Modut• the required in-toed isatavan Mon and dues nor require etc installation of tho eztamal Vs 0oscrlptlon Mtmrassembfles. al 7ililfp s' ��. SOLARSwEtt lour 1i ii P-Z.1\. CARRIER PLATE u /Wl OIL!r ■ --�.^�-... 1� II t) J irlN_ DAP RF MODULE ��VVJ�r! ��I��J1I�1.I�p- •al Architecture Dual Transmit and Dual Receive Paths. Frequency Banda 2.3 GHz.2.5 OHt.3.5 GHt Out Purser ID W total(5 W per branch) Pprtc I Finer.I DC Pveer Oporafing Tornporrnnv Rang, -40 C to+55 C Input Poser +48 VDC nominal(+40VDC to+50VDC) Weigh flame Diinen:done 26'zl4's8" K 11TH R Ern Tilt Mount Kits • S C A L A DIVISION for Panel Antennas s4: 35 mm 1il� $!\)g i M6�/ /467 t' a swar. I It ' Cr -, .p a I.?"': 1 ';$ ' 4 # ss.: ;x e- 44 733 695 ti for use with special applications 732 317 and 732 327 .1411t• for use with most PCS panel antennas 64 mm ', �, C MB ��I C or illy r 737 978 f( for use with most 2-point mount Cellular and �' Dualband panel antennas i'''' '. -' if 64 mm/'' .,-,,M8 7 : '' y gr ,�+ ' 64 mm /ILl 4*737 976 for use with 3-point mount Cellular panel antennas 850 10007 for use with 2-point mount Cellular and Dualband panel antennas from 55-110 lb(25-50 kg) Rolls Ml:- (1)at tom-F• 10884-A Kathrein Inc.,Scala Division Post Office Box 4580 Medford,OR 97501 (USA) Phone:(541)779-6500 Fax:(541)779-3991 Email:communications @kathrein.com Internet:www.kathrein-scala.com A3 Tilt Mount Kits K A T H R El n SCALA DIVISION for Panel Antennas Model Description 732 317 Tilt Mount Kit for use with 2-point mount 51.3 inch(1302 mm)panel antennas 0-10 degrees downtill angle. Weight 2.2 lb(1 kg) Material Stainless steel Fasteners Stainless steel 732 327 Tilt Mount Kit for use with 2-point mount 13.5-51.3 inch(342-1302 mm)panel antennas downtitt angle dependent on antenna length. Weight 2.2 lb(1 kg) Material Stainless steel Fasteners Stainless steel 733 695 Tilt Mount Kit for use with 2-point mount special application panel antennas downtilt angle dependent on antenna length. Weight 7.5 lb(3.4 kg) Material Hot-dip galvanized steel Fasteners Stainless steel Max load ,s 110 lb(50 kg) 737 978 Tilt Mount Kit for use with 2-point mount 50.9-51 inch(1294-1296 mm)panel antennas,0-15 degrees downtilt angle 76-76.3 inch(1930-1936 mm)panel antennas,0-11 degrees downtilt angle 101.6 inch(2580 mm)panel antennas,0-8 degrees downtill angle Weight 6.2 lb(2.8 kg) Material Hot-dip galvanized steel Fasteners Stainless steel 737 976 Tilt Mount Kit for use with 3-point mount 101.6 inch(2580 mm)panel antennas 0-8 degrees downtilt angle. Weight 10.7 lb(4.9 kg) Material Hot-dip galvanized steel Fasteners Stainless steel 850 10007 Heavy-duty Tilt Mount Kit for use with 2-point mount panel antennas 55-110 lb(25-50 kg) downtilt angle dependent on antenna length. Weight 13 lb(5.9 kg) Material Hot-dip galvanized steel Fasteners Stainless steel All specifications are subject to change without notice.The latest specifications are available at www.kathrein-scala.com. Kathrein Inc.,Scala Division Post Office Box 4580 Medford,OR 97501 (USA) Phone:(541)779-6500 Fax:(541)779-3991 Email:communications@kathrein.com Internet:www.kathrein-scala.com A4-. 8 7 6 5 4, 4 3 2 1 FORM DEVELOPMENT DATA BLANK s Dimensions identified wi iA are critical REVISIONS RADIUS AMClE SHRINK e.A. SETRA 5'`.�FIRACIC STA,C' CNC TAPE NUMBER Approved hY D81e ,,v I 1.1 I uu PINAN I Dm I CINw I a® n np Modem antenna Security light orts mounting KP and D Must use all Gps Pipe p , bracket fasteners 0 Four LiftinEye Bolts to Mount Lift 111111r. G ,i1N...41A 0 50 Amp Generator ---9 1'1111416 Receptacle Fresh Air �- Exhaust Hex wl Security pin 114 turn PPC access and rear panel RAN-5 'f'- CjI g( 1 B resh Air ` I 8 In-take 411114 RAN-5 — 2-3/8" �Notes: Knockout ® R eZga.r 1.)All conduit/cable entries into cabiet must be via :.1N 1-5,MW1-4 only. IMe t:tRie: INC Penetrating cabinet anywhare else will void UL/warrantee. CLEARWIRE A 2.)Cabinet shipping weight 350 pounds UNLESS OTHERWISE R 0." fen,� APPROVALS ate 'canon 1/8"5052-H32 D "N• at >o 66'CABINET,19735 EIA A MACE DECIMALS ARE a.,060 "11E010:"11E010:(TR 1NREE PLACE DEClPU1S ARE a.0. alum 3.)Eye hooks Max(lifting weight capability is 1,000 pounds ANGLES AREA 1• APPROVED: I 7NISN SIZE DWG NO. (MTMO, REV RAL 9002 B, DAC CAB SDO1PCWW.O1 I A . 111 NOM/Dal osOZ OTINN C oD MOT SCALE COSHING I SEALS•ICON I sneer i of s 8 I 7 I 6 I 5 4 4 I 3 1 2 I 1 FORM DEVELOPMENT DATA BLANK= D rn&Alons rdentifet vnthA are vincal RADIUS wail SHRINK 81. S t[ k SEi OVA CNC TAPE NUMBER A{groveO by Oara Te 1� Padlock D IJD 37-1/2 T co . --- OEIAA A • SCALE 1:6 69 •_ ___ ______ C C • i- 66.4 1-1/2"male NPT conduit Utility access • 75 Two-Hole Cabinet I ` I Ground Lug mounting B! . B 5 vertical or horizontal 10.9 24 26 -1 3/4"male NPT — 26 1/4[1- I Conduit Demark Access — gl moZKli®v INDUSTRIES INC, CLEARW1RE A mess OTITERwISE SPECKED EESTERIAS APPROVALS WI Moon" A ,wo.ucE OED` s 00 *QED 118"5052-H 32 °"A"'" GEr "10 66'CABINET,19735 E1A THREE PUKE DECIMALS ARE A.010 CMC000I ANGLES AREA t• alum AN AppROUED: i 91050 IS= 0w0 N0. PMT NO. REV RAL 9002 THAW I A T Npt W+OACTTON 00 NOT SCALE DRAWING I SCALE•IN I SHEET 8 OF 8 t 8 I 7 1 6 I 5 17 4 _I 3 I 2 I 1 FORM DEVELOPMENT DATA �/1E0c= Dimensions Rlentified**TA are aitical RADIUS ANGLE SIROIM IA SETIAOC StTtMOt SE79AOI CNC TAPE NUMBER App'°ie°M Date D l D 8-1/T e# 0 3/4"male NPT Fresh Air Intake 27-3/4" :, o e''0 0 Ila Demark access 0 El I 11—1- 02-112" 21-1/2" ° GOO FOR 2-1/8"NTP 4x C 0 0 I 02-1/2" 0 C Microwave 1 thru 4 02-3/8" 001 00 FOR 2"NTP 4x r, 02-3/8" 77" : 0 _ —f) £3-1/8" Fresh Air RAN 1 thru 4 4 �, E f X3/4.. I 1--- e- t Exhaust 23-1/2" Utility access 3.080 1-1/2"male NPT Bottom view B Doors Closed 35-1/2" _ g 27-3/4" Bottom view Doors Open 66' Notes: 1.)Rear anel can be removed with a minimum of six ® GIM4 "e4 inches of clearance behind the cabinet INDUSTRIES INC CLEARWIRE A MESS OTMERWIss s.EGHED MATERIAL APPROVALS DATE DESCAVTION A TWO P 7Corcrrs O N ,1160 1/8"5052-H32°"A"'"' G" l/'° 66'CABINET,19y35 EIA Tm1TC RACY IECIMALS ARE,.010 CMECAYO: alum ANGLES ARE,I' apooWED: ftNtSM SIZE DWG NO. PART NO REV RAL 9002 B DAC I CA6'665D°1PCWW-01 I A O1IND AW.E NY1IE[WUI W NOT SCALE DRAM IC 1 SOLE-124 I SKIT 3 OP I ^�1 r • 8 7 6 5 4 3 2 I 1 FORM DEVELOPMENT DATA °ni�t90fb ntified"^'^A are°"'"' Front door lifts off in open position SETMDI S[T4Q SEIfNOI AppwtM by _Dale luaus ,wore smn+R KA. w vo Dp CNC TAPE NUMBER if solar cover is lifted off by removing all four hooks and wind bracket on cabinet is removed D D I (11111111k I1! LII I iL ® ® A` :I 8 Q r 41 �. C I i � a II II%i k: 1 I % C _ —:- III I I ;I d li t B j y • B II i 1 — 57-1 It Shelf Equipment — GRD studs i FAN TRAY ill I caul' atav INOYSTRItS INC. Iii ® ka AEI CLEARWIRE A WLtSSDMERMSE SPECIFIED MATEA1A: APPa0vAtj OAR OESCRIPflOM A Rp nyopua wis0N :.ao 118"5052-H32.D iIR cR w'to 66"CABINET,19"f3sEtA THREE PEACE OECIAAE r V 1•ME A.010 alum myna's)myna's)AMfiES i7N15n SIZE DM IID. PART No. RN-Ca SCALE RAL 9002 B AC I CAS-66soDIPCVwv-01 A nom Molt PR0.[CIION CO Ib Nor SOU ORIIRID4 1 SCALE•124 I sloe { Of II 1 8 I 7 I 6 I 5 4 I 3 1 2 I 1 FORM DEVELOPMENT DATA BLANC= Denenswns idenOAed we,A are cmc i moss Aram 911DW OA Ser_SFiDAOc st7-ROC CNC TAPE NUMBER Approved by Date r. ut uo a0 38-1/2" c.) 0 illittlilli Cl$41; 1P11111* _ a O C C ...%2:11111 .''''''''''' LII . —1a 66-1/2" B— 21-1/2" a /0 112-4x nut 23-1/2" I , , 112 lock washer ' B dx I B 1 112 flat washer 4x 26" Y � 26.. �� ' 112-13 bolt �, 4x ►/ miefi eov IRDUSTRIes INC. Lay this side down CLEARWIRE A for drill template UNLESS OTHERWISE WOWED !.Tenet APPROVALS DATE DESO1vT10M A TWO PIAQ DETOLEOMCS ACRE .A0 118"5052-H32 °PAP'R' GA N9110 66'CABINET,19'135 ETA THREE PACE DEC V ARE t Afo O'EOCEO: WLE5 ARE t ' alum ADD, cit R15H ILI DWG r10. ►RATIO. AtV RAI 9002 B DAC CAB-66SDDIPCWW-01 A HARD wag Pox I DO NOT scut ORAwIMG I sou•CN I site i OF e t