Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
,I C learvy JAN . . • . . .. re ) c,,, 2007 oult r k3 Jam_ti • • w ireless br oadband , t SITE NAME GREENBURG . SITE NUMBER OR-P0R067 _____ , _._.._._._..___,„,__,_ ._.___._.__._._._.____. . DRAWING INDEX REV. DIRECTIONS • PROJECT INFORMATION • ��■....... ■■ FROM INTEFSTATE HIGHWAY 5 IN PORTLAND. TAKE I• -405 (STADIUM FREEWAY) NORTH TO US HWY 26 (SUNSET HWY). TAKE US HWY 26 WEST TO HWY 217 (EXIT 69A) TAKE HWY 217 (BEAVERTON- TIG4RD HWY) SCOPE OF WORK: AN UNMANNED TELECOMMUNICATIONS FACILITY INCLUDING CO- LOCATING ON T01 TITLE SHEET A SOUTH TO 4W HW PACIFIC HNY /Y 99W (EXIT 8). TAKE SW PACIFIC HWY NORT- (LEFT) 350 YDS ACROSS AN EXISTNG MONOPOLE TOWER WITH THE INSTAUATION OF 4 4NTENNAS HWY 217 1.) SIDE ROAD ENTRANCE. TURN BACK SCUTH (RIGHT) TO SITE ENTRANCE. AND 4 MICROWAVE DISH(ES). AND 1 OUTDOOR EQUIPMENT CAEINET ON A A01 SITE PLAN AND DETAIL SITE PLAN A PRECAST CONCRETE EQUIPMENT PAC AT THE TOWER BASE INSI )E A FENCED COMPOUND. NORTH A02 SITE ELEVATIONS A VICINITY MAP SITE ADDRESS: 11744 SW PACIFIC NW( TICARO. C�RECON 9722:3 A03 ANTENNA DETAIL AND ORIENTATION PLAN A NOT TO SCALE ONO PRt)PERTY 01VNE : T T- MOBILE A04 DETAILS 1 (i , , :. SITE s. A I{ 1 I{ I 1 - �_ T: ALAN EI 1 P013738 �I PHONE 425- 802 -2783 AOS EQUIPMENT CABINET DETAILS . i ; — 31 I — - APPLICANT CLEARWIRE • I A I �.I i" 5806 LAKE WASHINGTOV BLVD NE. SUITE 300 E01 ELECTRICAL ONE LINE DIAGRAM AND DETAILS A rat-jr 1:.. , - II .. R LAND. WASHINGTON 98033 BM GROUNDING PLANS AND DETAILS A ?l IF l 1 t - 3 1:: " ..i • ` ^ -II-7-7 �r Ja LAT/LONG TYPE NAO 83 • 1 LATITUDE: 45.43504' ?, _ I1_- __..:_ __ it.,. _ i � f1 1 :� LONGITUDE: 122.75922 • WEST t I E LEVATION: 188 FT A . I I JURISDICTION: CITY OF 'ICARD _ L,,.;t„, . I 1 �� ► y�� Inn r r t:: Il' PAF!CEL NUMBER tSt38CG)2t00 -- r " , i � l f - . ..11,. , ] G I I, ( � I: t 11 _ E CURRENT USE: TELECOMMUNICATIONS FACILITY t ° I J `` .} - i N. " c r ' ," 4. PROPOSED USE: TELECOMMUNICATIONS FACILITY • r�. ; r g 1 i -_ s ZONING: C -G, (GENERAL COMMERCIAL) { ' "" A COD= . :� ` {_ f ( 2003 IBC `f i `jt _ i I{ PROJECT AREA 49 S0. FT. � ry � _* (� Y ? ' _ 1 0Ct,UPANCY: UNOCCUFIED ;. , ; ., `�� L., =,_. r , :I f • SITE QUALIFICATION PARTICIPANTS ;. -�, .. it .. a � , . m• %; ; Y ' " 4� I ti pa i. • � � . A/E: CONTACT N ME �ler�( s ACT NUMBER . ` {' F .. _ GENERAL CONTACT: DAN KEIDE POWDER RNEF! DEVELOPMENT KTS SCALE NOTED APPLIES TO 22 "X34" SHEET SIZE. IF SERVICES. LLG (81c} 219 -3333 PRINT SIZE IS 1 • 'x17'. THEN ACTUAL, SCALE IS ONE SITE DESIGN: JOHN H. RJSHING .RH CONSULT1,IG GROUP. INC. (214) 240 -S555 HALF OF SCALE VOTED. (EXAMPLE: 1/2 • .• 1' -0' E3EGOMES 1/4' .. 1'-0" ON 11" X 17" SI-EET SIZE). WASH �N COUNTY LAND..ORG: ALAN BAR T_ MO @ILE 4 2.5 -802 -2768 THIS NOTE APPLIES TO AU. DRAWING SHEETS. ,.. Immommmomma.. ���� POWER COMPANY: RO ?TLAND CEHE ELECTRIC CO. ate clear W re¢ . _ ---- • wireless broadband _ ME SHEET KA + ,eM WOW 11744 SW PACIFIC 1TAY silos uwa Otov km) Nc. sum: 300 -- — �� � to � TWO. OREGON 97:'2S ta�waD, 11 ON tabs ' ' s ror lim At* Mn Th: (42o) 218- 7•00 40- 0!R �0+t8 SY 4OM tp t wawa r —' NNW I ru: (42) 211 -7190 SrM1i lA IOM GLUM Ir• ,F+11 GPIATta et AP OR — PORObi 7C1 A —7---------- —'1-----M5 4 3 2 Z7 s 3d 7 91E • • 1 I , • \ 1 4 I ZONE C- C ` i I • COMMMERC L ` • • .- \ . I ' I , "' . -� I i ZONE R -25 �1 / 'I D 1 .480 SO FT MIN • '' y I . LOT SIZE \ / • / `� /'' /! / �/ \ 1 I I ZONE C -P 4 _. _ I PROPROFESSIONAL > __ _ I_ ;�-�. �., �- NACCESS 1 . ■ / % DRIVE , ss. N. DoSTING r 1 N / �' ..- AREAG r - -E %ISTINC TFEE TO .```\\ \ / ', �� R I , \ PROPOSE) ELEC � \ '� SERVICE vE7ER \ II _ I • \ � \`'\ / • PRJPERTY LINE \ REF. 1/E01 \ t A.-0" CLEARWIRE LEASE 0 \ XISTINC ACCESS ZONE (: -G PO \ . 7' -0 I I I \ )RIVE ;. 1 GENERAL COMMERCIAL (PLANNED N EXISTING ACCESS / . AREA , I DEVELOPEM ENT OVERLA� \ • GATES --.., ,,....K.... / �\ �� SE: 'DETAIL 2 __ 11? - THS SHEET FOR • -NEW CLEARMIRE I C \ � ` • / \ I I DETAIL THIS AREA \ � * �� ' ,- r _r... EOUIPIAEAIT CABINET ...__Ou f \ , It .. ; - r. (25 x25'X930 ON Vx5' 1 o . ,: +. CONC PAD REF. 5/A05 \/\ k 1 N � . ° w : I - EXISTING EQUIPMENT ' • / r l_� // �/J 'S� .01%,......." ..��� CABINET OA STEEL { • / �\ �\ / \ ' PLATFORM TO REMAIN { � \ EXISTING TREE I I I 1 T 'T� \ NEW GPS ANTENNA ON ' A� AREA ()- \ 1 i + ti r ` ` • CABINET REF. 3 /A04 1 lir !' � ' \ ZO1 E C -C 1 EXI i EXISTING 8' -0 -\\ •, I I I ! .• NEW CABLE TRAY ON 4 \ BUILDIPC HIGH CHAINUNM \ GENERAL SECURITY FENCE �"� I ,L I GROUND FROM CABINET I \ COMMERCIAL • -- TO TOWER 4EF. 10,42/A04 \ / I ExISTINC EQUIPMENT ' -�- • ` EXISTING 120' -0 ' • \ �\ I I PAD TO F NNCRETE MONOPOLE TOWER 1 \ \ f � / • `\ I \\ \ f ; • i - EXISTI GRAVEL \\ \.\ \ I ( / / i� I I SURFACE B _ 1 \\ I ' ' 1 { ZONE LINE (T' P) ExISnNC PRO'ERTY LINE _ _ ,` -- - —___.-1 - \\ ' \ \ _ 1 ' 1 \• ■ ' 1 . ;1 • SCALE NOTED APFUES TO 22'X34' SHEET SIZE. IF . PRINT SIZE IS 11"x17', THEN ACTUAL SCALE IS ONE et .0 ' (01:112.0.-0. HA 1/e SCALE NOTEDD.. ' ( QNA T'IE5 1 / 2 SHEET SIZE). .: .. '400171+ THIS NOTE APP TO AU. °RANG SHED. � aA� 'I .O' • A ®" • GREENER/NO clear rte _ _ S ITE PEAV AND DETAIL SITE PLAN 1.�h OR- POROdt wireless broadband _ 11744 SW PACIFIC HWY mcw (An wi14MNO1o•4 0►VO Ni. sum: 204 A 111/01144 WAD FOP PM* MN AN OP g � ,fe TIGARD. OREGON 97223 • N m n) 310-7100 H 4. a!>< _ WIMP Or OAR wet — V* NO. oildrod iatil rI NWT IM'2fK1 • ►l1r 025) 2,l -7444 SOILS AS 3)10'04 DEMO 0+': Mt COAvN Irn A* OR- PQR04; J 01 [A ------ 4 3 2 "T".'"'"7 22 x 34 Y 9E D EMSTWG ANTENNAS EXISTING ANTENNAS T) REMAI TO REMAIN 1. 1 t I'1 iI i i GPS LOCATION REF. GET. 6,A04 I I I'l i i GPS LOCATION REF. GET. t• /AO4 (4) NEW CLEAPWIRE (4) NEW CLE/,RWIRE ANTENNAS ON NEW MOUNTS ANTENNAS 01. NEW MOUNTS } • ( ANTENNA PER SECTOR). - (1 ANTENNA PER SECTOR). ' II Ar— R.F. GET. 1 /A03 '-- - REF. DET. 1/403 �„� (4) NEW CLEAPWIRE BTS (4) NEW CLEARW1RE BTS • MOUNTED ON ANTENNA MOUVT MOUNTED ON ANTENNA MOJNT I 7.: PPE (1 BTS PER SECTOR) I I PIPE (1 BTS PER SECTOR) (4) NEW CLEAFWIRE MICROI•AVE (4) NEW CLE /.RWIRE MICRCWAVE 0 SHES REF. D T. 2/A04 I DISHES REF. CET. 2 /A0A i i 1 EXISTING ANTENNAS = EXISTING ANTENNAS • T) REMAIN I TO REMAIN C g 1 M _ D g �• u , -- E[1STING 124T-0 EXISTING 120 -0" o 1 3 MONOPOLE TOVIER O 888 I MONOPOLE TOWER I 1 V ° -- NEW CLEARIVRE ANTENNA V o r---- NEW C LEARTt1�E ANTENNA 2 u F !WOE TVANSMISSION CABLES TO g W [ TRAN CABLES TO BE ROUTED !WOE TOWER . BE ROUTED INSIDE TOWER e NOM TOWER EASE TO 1 FROM TOWER BASE TO 1 (I ' ANTENNAS o 1 I ANTENNAS N : - I NEW GPS ANTENNA REF. ' I NEW CPS ANTENNA REF. 3/A04 FOR M3UNT DETAIL I 3/A04 FOR ,OUNT DETAIL 8 ( NEW CLEARWIFE EQUIPMENT NEW CLEARW RE EOUIPMEKT CABINET (25125"X96") ON 5'x5' / CABINET (25"X25"X967 ON 5'w5' PRECAST CONC PAD REF. E /A05 1 PRECAST CONIC PAD REF. 5/A05 1 I • EXISTING SECLRTTY FENCE I EXISTING SECURITY FENCE illIl .w.w..w 4.. 1 i 1— F 1 O ( � 1 � ST TOILER ELEVATION C oq TOWER ELEVATION I"•10.0' 1�.I -o. NIIlt SCALE NOTED APPLIES TO 22"X34' SHEET ZE. IF PRINT SIZE IS 11'X17', THEN ACTUAL SCALE IS 214E . HALF OF SCALE NOTED. (EXAMPLE: 1/2' - 1' - 0 BECOMES 1/4" 1' -0' ON 1I' X 7" SHEET SIZE). . A THIS NOTE APPLES TO ALL [MOW() SHEES. oREENBURO clear ° re SRE ELEVATIOVS _ JRH OR POR0I7 wireless broadband 11744 SW PACIFIC HWY 550111 IAW C WORpOidT01 111:4) Mc. ELM 300 A MID FOP ;Cat* , AR iN wiwOlgrow 1a : f : a TIG OREGO 9 n (42:5) 2164 ++o. pm WPM) m 00 WC r' Vial 'AX: wA owta ooe MUT I ti ! tut AO POW Men 11 olit 00.441 St Mn OR- PGR09: I A. 6 5 4 3 2 22 I1 '0' SIZE ' RING /, NT O A MC-PM t PRO 0 VEED 3 ANTENNA 3/8"4 IA PIPE 96" LONG NT (TYP) - -- EOI MTS jMT- 851 -96 OR CPS ANTENNA REF. I? 6 1/ 6" APPROVED EQUAL 4 /A0d FOR MOUNT DETAIL • NEW ANDREW MC- E./114-B - ANTENNA MOUNT OR I : APPROVED AL- r :;, I n I ' EW n _ — _ MATWFACTURER: ' I �; ,AANUFACTURE1: TRIMBLE DR/L ONWAVE 1 . 'ART 11: ACUTIME 2000 PAi'r .#; HP2 -22 r `� .ENOTH: 5" (127 MM) DUWETER: 4' NEW CLEARW1RE ANTENNA ! ■ lii • / MOTH: 6.12' (t 5S MM) DEPTH: 8.2 (1 Yp. OF 4, t PER SECTOR) HEIGHT: 12.8 OZ "(383 G) - OFFSET: 12.2 REF. DET. 6/A03 --�—� _ ...SIGHT: 27 (.BS it — — — — - �� 11111 I • 1/` (; NEW (:LEARWIRE BT i , 1 EII , + , •1: NOUN- TO ANTENNA PIPE IC 1111 ' i •• 1 SECTCR) REF. DET. 4/A03 � ^'` A .� ` �. � ,s _ 1 6 s" 8 o ANT PI� O w . D 18K ANTENNA DETAIL I I I ):]i ) =y1 {1:(; 11( I ' I . I -16.1 2.7" EXIST. MONOP TOWER —f`� CLEARNIRE 2' -0' D. PIPE moumr "t ' "I 5' 1' 1/ MW 01S 4 MOUNTED 10 • }- $• \ 1 1• . T rY P. OF ) RE DET. 3/A03 N. MANUFACTURER: j— MOTC ROU+ I t . ALL NNAS Fl RNISHED WITH DOWNTILT '^ v 4ANUFACTUREt: I, 1 PART if: BTS -2500 BRACKETS. CONTRAC"OR TO COORDINATE • <ATHREIN 1 1 ®am LENGTH: 19.3" (40 CM) ,•- REWOR =D MECHANICAL DOWNTILT :OR EACH /•-- NEW CLEARW1RE m BART /: 84 10058 I WO0111: 11.3" (28.5 CM) _ � b MN CLASH OM UNTED TO OUP ANTT:NNA WITH RF E �tGINEER. 4 • I .ENGTH: 42 DEPT-1: 5.1" (13 CM) NEW CLFARINiRE BTS MOUNTED TO h, MOTH: 6.1" I ®® E w ANT]JN PIPE MOUNT ;,) WEIC�T: 35 LBS (16 KG) - & p (M. OF 4) REF., DET. 3/A03 2. ANTENNA CENTERLINE HEIGHT 13 T )EPTH: 2.7" ANTENNA PIPE MOUNT (IYP. OF 4, 1 Z REFERENCE TO ELEVATION 0' -0'. ANTENNA HEIGHT: 15 1.35 = r PER SECTOR) REF." CET. 4/A03 — HEIGHTS ARE SHOWN ON TOWER ELEVATION ON SHEET A02. NEW AA DREW MC DA14 -8 — �'.�r L 2 3/8'0 r 96" LONG 3. CONTRACTOR SHA1 VERIFY ANTENNA TYPE. —� ANTENNA MOUNT OR •1 : •r ANT ENNA PIPE' MOUNT (1w) CABLE TYPE. AND AZIMUTH WITH IW ENGINEER APPRENED EQUAL— Lrr1 MT5 OAT-851-96 OR AND /OR CONTRUCTIC N MANAGER PRIOR TO APPROVED EQUAL CONSTPUCT10N. • / 8 BROADBAND ANTRA DEY ROADBABp BTS DETAIL N..\ 16' LOCAL NAL GEOPHYSICAL YSICAL T DATA =ACTOR. PER r � THE NATIONAL CEOPI�YSICAL OATq CENTER IS E C I' • I' -0• O I I/1• • 1'-0• ( I 15 58' W BY 0'9' H PER YEAR. AZIMUTH • 270' 1 k \. AI 90' J ■ - NEW CLEARWIRE ANTENNA I (TYP. OF 4, 1 PER SECTOR) EXIST. MONOPOLE TOWER REF. DET. 6/A03 • r;11 \ NEW CPS ANTENNA i'EF. •; 4/A04 FOR MOUNT DETAIL - NEW ANDREW MC- RM1030-3 RING MOUNT OR APPROVED • = EQUAL g . - 1 . • STRUCTURAL ANALYSIS OF TCWER. SCALE NOTED APPLIES TO 22'X34" SHEET wE, F INDLUOINC PROPOSED NEW ANTENNA PRINT SIZE IS 11'X17', THEN ACTUAL SCALE IS ONE 4triELOBELTATION HALF OF SCA LE NOTED. (EXA►IPL 1 /2" • t' -0' slA�r� LOADS. TO BE 'ERFORMEO EY TOWER BECOMES 1 J4`" t' -G' ON 11 % i 7 SHEET SIZE)• OWNER'S STRUCTURAL ENGIN MR PRIOR i • THIS NOTE APPLES TO AU. WAIVING SHEES. TO INSTALLATIOIi OF ANY HEM ANTENNAS • OR EQUIPMENT ON TOWER, OREENBURO clear 0 r �^ ANTENNA DETAIL & ORIEVTATTON PLAN 010 JRH OR-POROST wireless broadband 11744 SW PACIFIC river 5105 i� 5'I N A 11/04,46 xa /OP •cr mw an J101 um a ; a ► o MARO OREGON 97223 'x `+991 314 -71100 K. apt ►ivitro e or csx mon -- "R T . 4441446 rill (Q26) 314 - 7900 SGU[ /4 SNOW oee OHO rt ,Fw OWN 011 .IMP OR —POROO /.03 A . 6 5 4 3 2 22 Y 34 If 91 • V NOTES • — GPs ANTENNA REF.: /A03 1. TRAVSRION PIECE PART CORRESPONDS TO PITS PART Bbf'- C8326. 4 m REF. DES. NTENt A _— NEW 1' DIA. RCSC • -1'o GALV, MOUNTING PIPE MDNCf'OLE — D NEW CLEARWIRE f� EOU PMENT CABINET -.- (25'x25'X98') -NEW CLEAR4/1RE / EQUIPMENT CABINET TRANSMISSION CABLE —� },. (2S"XZ5 / J ANTENN.> MOUNT PIPI: -ELEC PANEL TRADIT PIECE , REF. ELEC DRAWINGS i SEE NOTE 1) II —GPS MOUNTING HARDWARE L1x1x' /8 ATTACHEC .� -CABLE ENTERS AT W/ 1/4` GALV. BOLTS d ROSS SUPPORT BOTTOM OF PULLBOX , )'� BRACKET (1/P Of' 2) 4 X 4 (5' -0" LADOEF TYPE CABLE r— PULLBOX ON SIDE MAX. SPACING) TRAY V!/ COVER — —GPS AN IENNA CABLE OF CABINET h . NEW CLEARWIRE 5X5 4 ,f' __, r [PRE:AsTcocPo k � � tip: w.uiro:r.fr4mi ' • REF. S /A05 .i ..i >i . / � j\ j �/ � j a i \/ j�i� j\\ j� \ N A j� • TRAY...EMIL * tei TRAY COVERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION PROCEDURES AND INSTRUCTIONS FOR 'H1G1• WIND CONDITIONS'. THIS INCLUDES CONNECTOR TYPE AND SPACINGS. 7 MTS GMT- •C8329.01 - 12' WIDE - CABLE TROY COVER (SEE NOTE) MTS #1,1T- •C8381.01 - 12" WIDE CABLE TRW. CAW. STEEL. 12" RUNGS, . 8 • I 4' LOADIF G DEPTH. 5' SIDE RAIL HEIGHT 1 / I -- STAKE 4x4 WITH 12' GALVANIZED / SPIKE OR #4 EPDXY COATED REB4R. INSTALL F_USH WITH TOP OF 4w4. 7 .. � =-�` , 1 `MT$ B MT -- 08078 - - 4x4 PRESSURE •� � � � � '�'��',��` \' TREATED _UMBER / /t� ,;'., /.>�� • • ;, �� \�, / \N \• HOLD \ HOLD DOWN, CLAMP .%,'/' / /, 7 ; \ % \ :�!\�(� \% `', <" I ✓/ \ i i i' WITH 1 4 1 1/4` LONG SCREWS (TY MAX SPACING 6' -0' BEIITTI SUPPORTS SCALE NOTED APPLIES TO 22 "X34' SHEET aIZE. IF ' PRINT SIZE IS I1"X17', THEN ACTUAL SCALE IS ONE • HALF OF SCALE NOTED. (EXAMINE: 1/2' in i' _0" I� RLQ TR�,Y 8�C_T10M BECOMES 1/4" • 1' -0' ON 11 x 1 r SHEET SIZE). ' 2 3. , r•O" A TH13 NOTE APPLES TO ALL DRAWWINO SHEE-S. QREBNBURO clear ° rep - DETAJLS _ ; .. OR POROS7 wireless broadband >. Etlery 11744 SW PACIFIC HAtt aeon WC vabiltd ov 1100 K. elan: JWG it VI UM /Q► WA* OM Jen OP Szli r 'tta:�F'b T1OARO. OREGON 97:!23 4 ZI e-?io Ma r P 4 OI+a V ar. t fie' . IWtICV IWW3 _ rmr OW 3t0-72012 WAR rat Slut MOM Wo: ■wR owwtl Ire: .1 _ OR - PDR08) boat A 6 - 4 3 2 72x34 'D' v NEW OPS I.NTENNA .- REF. DET. 3/404 • s i , 1► ∎I , i —NEW CLEAFWIRE EOUIPMENT CABINET D ig (25 "X25"x48") . I 3 • . . - !s a I 4 REF. EF. ELEC C D I' § . { ' -0' LEASE I h I i 2 Q i n HVAC 1 '- - 1O N I ... i) I PRECAST C �NC. SLAB Q eo o e) 1'- - S; C 1'-4" �• •��� •��� �e--� e _ -- OF CABINET SIDE h NEW CLEAF WIRE 5'X5'X10' p Col PRECAST CONC PAD � t R NEW CCN PAD , N NEW OPS ANTENNA i - ` REF. DET. 3/404 —� • • � � C' �� �! , _ ' - � ' . , " • OR DE ti .' • N = d . • . fly e _ i. v— C PULLBOX CN SIDE I 1 d I I 4 .A 11 "--,--.:-...:. _ � �: _ - r 67 ��� - I 8" &w 3/4 "MINUS; CRUSHED OF CABINET — I 1 i I. 1 .-- I f I - : 1 : + : : I : : I _1 ROCK (95% COMPACTION) I CASBNP3RT I ^ f- yl I I I I - II I I I I I II I-I I I— — UNLISTURBEO EARTH ELEC PANEL. / I•--� i' © . . )/i" B. T_ IVAT1ON O ... =:.'�I =1_: =i .. 1.' REF. ELEC DRAWINGS— \ �� —� ' ' o � 1' -O" 3 /i` r -o" 1 ■ ATTACH ECUIPMENT CABINET . • : \ 4 in � _ _� ■ TO PRECAST CONCRETE SLAB . r WITH (4) 1 /2`a EXPANS ON . , r ,----- • I BOLTS AT 3 -1/2" MN. =MBED._� ..�. .��. ∎.. �. ..S..a- --T� 6 i 7 t) T' INIAL � ' O ? I i B o .4 ,- !n N • d d �•.r -O' LAYOU m q a u -.nu. m N N i' 1 1 M N T -- n • .� • • • . • • � • MOTS SCALE NOTED APPLIES TO 22 "x34" SHEET IZE. IF PRINT SIZE IS 11'X17', THEN ACTUAL SCALE IS ONE 0 — *, - _.. .. , =1 . 1,.. . HALF OF SCALE NOTED. (EXAMINE: 1 /2" • 1'_O" �• 1.•O" © 3yi` . r.Q• A Buxom 1/4" . 1' -0` ON 11 x 7" SHEET SIZE). • THIS NOTE APPLES TO AU. DRAWING SHEE'S. c4JRH ORED/RURO clear w _ __ wt ba� DETAILS 1754 SW PACIFIC KIN WC 1 51113450104 11.M5'1 [. AM 704 j...10& + • 04 ro..mw 40 .1)0 411 a .uf affil . °'3tlp TIGsRD. OREGON 97223 I L ( 4 ) 315-11100 OM av N n blur.+. — i� - wed mow 1144Na ra.%, (4251 114 -7900 sons •V 5145111'. OM= 14: .MR OdwiM et 1M1 OR- POR043 I i.03 1 6 1 M 3 2 n Y 34 191E B,EMB►CAL_POWFR SPEW K:A1•215; • 1. 'TIRING SHALL BE AWG STRANDED COPPER YARN. THHN/THWN OR EOUNALENT INSULATION. 812 MINIMUM INSTALLED IN 1/2 MINIMUM CONC WT. 9GNAL WIRING ING SFW BE INSULATED #22 AWO. NO 12POINT OF ELECTRICAL UT HAS fr BX OR ROMEX CABLE IS PERMITTED. CONDUITS SHALL BE SURFACE W)UNTED. CPS; UNIT (, 00AMP SERVIC W 2. HIRING DEVICES AND EQUIPMENT SHALL BE UL USTEC SPECIFICATICN PANEL ANTENNA . ' . CPS INTERFACE CABLE CCAX JUMPER 3 -#3 IN 2- CONDUIT. SEE NOTE 8 THIS SHEET. D • - 1 2 - --- • 6 = ' E STATION C ON'RACTOR TO PROVIDE METE 1 BASE (AND METER). CCK)RDINAT: WITH ELECTRICAL JTILITY COMPANY - ROTECTION ASSOCIATION (NFPA) .& . A i • NEW 100A 240V ' 03W FOR EXACT REQUI BEMENTS. • CPS INTER -BASE OFTIONAL SERIA_ SERV CE ENTRANCE RATED 4. NSTALLATION OF MATERIALS SHALL COMPLY WITH CURRENT REGULATIONS ADOPTED BY LOCAL STATION CABLE - CCNNECTION AND FUSE ) DISCONNEC"' IN 3 -R3 IN 2 CONDUIT. JURISDICTION INCLUDING BUT 1QT LIMITED "0: ETHERNET /POWER LA'TOP COw4PU1ER NEMA 3R ENCLOSURE \ SEE NOTE 8 THIS SHEET. • CABLE - HE NATIONAL ELECTRICAL CODE (NFPA 'ND _ - ' HE NATIONAL ELECTRICAL SAFETY CODE (ANSI C -2) INTEGRAL GROUND BUS - "HE LIFE SAFETY CODE (NFPA 101) M MODULE -- in - - - -- • • .• g TERMINATION .�, - LOCAL BUILDING CODES • 5. THE ENTIRE SYSTEM SHALL BE SOUDLY GROUNDED USING LOCKNUTS AND BONDING NUTS ON ETHERNET DC PCWER CAB #6 A VG BARE SOLID TINNED CCPPER CONDUITS AND FROPERLY BONDED GROUND CONDUCTOR. RECEPTACLES AND EQUIPMENT BRANCH CABLE — GPM NDING ELECTRODE CONDUCTOR ' CIR ;DRS SHALL BE GROUNDED WITH A FUL_- SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN PROTECTED WITHIN 3/4' SLEEVE TO ii, _ . THE CIRCUIT'S CONDUIT. REFEE TO E ECTRI:AL GROUNDING SPECIFICATIONS E02. GROUNDING ELECTRODE PER NF 3 A 70, A.RT 250.65 6. OUTLET AND JUNCTION BOY ES SHALL BE HOT DIPPED GALVANIZED. ZINC - COATED, OR CADMIUM ° . • PLATED STEEL NOT LESS THAN 4' SOUARE AND SUITABLE: FOR THE TYPE SERVICE AND OUTLET. BACK)-AUL • _ OU"LET AND JUNCTION BOXES SHALL BE SURFACE MOUNTED AND LABELED WITH BRANCH CIRCLE" CABLE - .......----.3-1/3 + 1 -#8 CN) IN 2" CONC'UIT. BREAKER NUMBEE. SERV CE ENTRANCE SEE NOTE 8 THIS SHEET. GROUNDING ELECTRODE C • 7. _ABEL ALL EQUIPMENT SERJED FROM CLEARWIRE PANI:LBOARD WIT)- PHENOLIC LABELS SIZED IN ( TFIS DETAIL IS SCHEMATIC AND ONLY USE) AS A REPRESENTATION CF PER ■FPA 70, ART. 250 RELATION TO USAGE. ( RELATIONSHIP BETWEEN SYST =M COMPONENTS AND IS NOT INTENDED TO BE • • 8. OUTDOOR CONDUCTORS ABOVE GROUND SHALL BE INSTALLED • IN R131D GALVANIZED STEEL OR USED FOR REFERENCE FOR 'TOTAL NUMBER OF ANTENNAS OR BTS U VETS. . . INTERMEDIATE METAL CONDUIT UNLESS NOTED OTHERWISE. HORIZONTAL OUTDOOR CONDUCTORS • BELOW GRADE SHALL BE INSTALLED IN RIGI) SCHEDULE 40 PVC. SEE ELECTRICAL GROUNDING s C A ��Q TAI SPECIFICATIONS NOTE 17 SHEET E02. NT$. NEW 100A 12O/24OV. 103W • MAIN LUGS ONLY POWER 9. CONTRACTOR TO PROVIDE AND INSTALL NICAR ENGRAVED GRAVED LABEL WITH 1/2' MINIMUM LETTERS �� DISTRIBUTION PANEL w/ ON THE CLEARW14E METER SOCKET ENCLOSURE. INTEGRAL MANUAL TRANSFER NOTES: 1. LEAN CONCRETE n/ RED TINTED TOP MAY SWITCH AND TVSS. PROVIDED 4 MAIM ABBEVIATIONS R BE USED IN PLACE OF COMPACTED SAND. I ANUFACTURER CAENNET • FINISHED GRADE OR � � CROI ND ROD WITH ACCESS Ad_ ABOVE GRADE LEVEL GROUND COVER. MATCH . Q BT,i BASE TRANSCEIVER STATION SLOPE AND THICKNESS • TR •i- v CHEMICAL GROUND ROD (E) EXISTING OF EXISTING V N.T.0. It ® CROI ND ROD MOH MINIMUM UNC ISTURBED` S011. :AIfiONARY TAPE E DISCONNECT SWITC-1 N.T.S. NOT TO SCALE • Kt METES • RE: REFERETCE -, _ ' = 1 ' : - .i : =` ,_- ,' •MPACTED BACKFILL • RF RADIO FREQUENCY ,- _1,.•.,:- : ,; - W/ SATISFACTORY • CIRCUIT BREAKER T.E .D. TO BE CETERMINED » -• �'• -'!. ;: _! 1 -! NATIVE OR IMPORTED B -1= it - TI Soli- • T.E.R. TO BE RESOLVED • OM ii-= s' : �w8- �. -1' •;OMPACTED SAND -� FUSE v �� ;?: = . !` 4. nWoR. _i : • . SEE NOT 1 TYP TYPICAL - (,;j'= ;.,e:►JI�•$a: :'= • • CADIAELO TYPE CONNECTION :1=. ::;; :I :i 1 :1 =r- • MPACTED SAN) BED RE) REQUIRED _ :. n u_ COMPRESSION TYPE CONNECTK)I CO 1 EQUIPMENT GROUND RIVG =" (SEE NOTE 1) • .j j- .ell l:6- -til . . DOUBLE HOLE LUC MSG AMERIGM WIRE GAUGE CONDUITS FOR • A MECHANICAL CONNECTION & A I - .= - :1 ,. h - 0 ANTENNA SHAR G ICAL. I I �(P)N, • •■••••— GROUNDING WIRE MCB MASTER GROUND BUS WHERE APPLICABLE • -- UNDERGROUND EU:C SERVICE CONDUIT EC EQUIPMENT GROUND 6 ION) BC+M FLARE COPPER WIRE 7Y 3 ) — T •-••• UNDE:RGROUND TEL.CO SERVICE CONDUIT • SID SMART INTEGRATED ACCESS DEVICE yr CONDUIT SIZE. TYPE, QUANTITY AND - GEV GENERATOR SEPARATICN DIMENSION TO BE VERIFIED • WITH LOCAL UTILITY COMPANY REOUI7EMENTS TGF' INTERIOR GROUND RING (HALO) • BAG INTERMECIATE METAWC CONDUIT . ` PV; POLVVINY_ CONDUIT • MAC LIOUIDTIO4T FLEXIBLE METAL CONDUIT tttrl �1N_.�A • • A GE; GROUNDING ELECTRODE: CONDUCTOR 0 - ORE�11RO clew( re 0 ELECTRICAL ONE LINE DIAGRAM :';`,°, Offi- POROS7 wireless broadband -' AND DETA,L:: 117 SW PACIFIC I Y .6...1$124100 MOM rap renew oat AO I11M aws WI wA3Mh4ttSv WO K. arn: Sac �1i(a i t ° 1 TOM. OREGON 97223 1 b. (42) 31e -7100 _ __ r Wows -- --- - e+ c+ar +opt '� ate" wild NAM* RO � N•1{43 ray; (425) 9111-19CIO STY .. A9 S1DtiM Of8 ,MR 1�'"`� OR -POEM EC 1 A ........h...i7 6 6 4 3 2 221 34 1 Siff • LLECTRICAL GRf.UNDDNG SP CIF1CAT10N5: a ,:.' • d' NOTE: EXACT ANTENNA MOUNT AND NUMBER OF ANTENNAS AND 1. GROUNDING !ih1ALL COMPL" WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CC DE (NFPA 70) MICROWAVE DISHES MAr vARY. REFER TO 1412 /AC.3. INSPECTION HAND HOLE INSPE'TNOH HAND AS ADOPTED AND AS DIRECTED BY LOCAL JURISDICTION. - HOLE COVER r 4. 2. ALL GROUNDING DEVICES :9.111L. BE U.L. APPRCNED OR USTED FOR THEIR INTENDED USE. �- X12 AWG STRANDED CU • 3. GROUND WIRS I 7 SHALL BE TINNED /2 AWG BARE SOLID COPPER LNLESS NOTED OTHERWISE. / WIRE M 1 O 00V. r =' . tea`.: BLS - _ _ _ _ - THWN NSUlT10 TO , 4. GROUNDING CONNECTIONS SHALL BE EXOTHERMIC (CAOWELD) UNLESS NOTED OTHERWISE. SEE - _ COSTING GROUND RING N C 8 BELOW. � ' CONCRETE I I e 5. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRA GNTEST PATH POSSIBLE. , - - � Q OR PVG D • BEND CROUNDINO LEADS WITH MINIMUM B` RADIUS. NO SHARP BENDS WILL BE PERMITTED. �� , `� SEE DETAIL • • '? 1 } • CABLE 'f0 ROD THIS S HEET 8. PRIOR TO INSTALLING LUGS ON GROUND WIRES. APPLY THOMAS & BETTS KOPR -SHIELD (TM +�, �-.. " A ISOLATED GROUND BAR • CADWELD OF JET LUB INC.). PRIOR TO BOLTING CRCUND WIRE LL GS TO GROUND BARS. APPLY EXIST. \ ANTENNA IEVEI. ANTENNA TO TOWER AT I • KCPR - SHIELD OR EOUAL. MONOPOLE: ; TOWER - CLEAN SAND FILL - I 7. WHERE BARE COPPER GROUND WIRES IRE ROUTED FROM ANY CONNECTION ABOVE GRADE TC' tilV. ` - ..111011111111., - . ABOUND RING, INSTALL WIRE AV TOP" RLEEVE, ffON CONNECTION POINT DOWN TO I' -0" *7 % ,+� GROUND RING • - ..111011111111., - ..111011111111., - . ABOVE GROUND RING AND SEAL TOP WITH ITH RN SII.ASTIC MATERIAL SE:E NOTE 14 BELOW. 1, � . 8 PREPARE ALL. BONDING SLRFACES FOR GROUNDING CONNECTIONS BY REMOVING ALL PAINT. J /. 4 f �:I • • �_ ANTENNA �- GROUND ROD GALVANIZING. AND CORROSION DOWN TO S-IINY METAL FOLLOWING CONNECTION. APPLY trill . APPROPRIATE ANTI- OXIDIZATICN PANT. 9. GROUNDING WPC CONNED TONS WHICH 411E NOT CADWELDED SHAL_ BE 3 -GRIM' C -TAP r 1 . M NOTE: rNIPECTION HAND HOLE MAY BE CONCRETE: OR PvC CCMPRESSION TYPE. SPUT - BOLTS ARE NOT ACCEPTABLE. i c-. AN) SHALL BE A MINIMUM OF 8" IN WIOTI- /DIAMETER GPS ANTENNA ' • 10. GROUND RCDS SHALL BE COPPER CLAD STEEL 5/8" X 10' SPACED AS SHOWN BUT NOT �� -- MICROWAVE DISH ' LE iS THAN 10' O.C. \. O e -:.. . I:.3T WELL ffi . 11. CONNECTORS SHALL BE CRIMPED USING HYDRAUUC CRIMPING TO)LS APPROVE) BY THE NLTJi. MANUFACTURER OF THE CRIM' LUG CONNECTORS, n_ MNA QRm L ` 12. SURFACE COMPRESSION OR BOLT -ON CONNECTIONS SHALL BE MADE TO BARE METAL. N.T*. PA NTED SURFAC ES SHALL BE FILED TO ET SURE PROPER CONTACT. APPLY NON - OXIDIZING AGENT • TO CONNECTIONS. 13. COPPER BUSES SHALL BE CLEANED. FOUSHED AND A NON -OXID ZING AGENT ,APPLIED. NO • FINGERPRINTS OR DISCOLORED) COPPER WILL BE PERMITTED. . • 14. GROUNDING CONDUCTORS SHALL BE RUN THROUGH PVC SLEEVE WHERE ExPOW_D ABOVE GRADE, GRADE- NEW #2 AW; BLARE SOLID . - 15. HARDWARE I.E. NUTS, BOLTS, WASHERS. ETC.) SHALL BE STAINLESS STEEL. COPPER WIFE (TYP) ExIST. � 4- 18. EXOTHERMIC WELDS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS GROUND R RECOMMENDATIO VS. E III #2 ,DWG BARE SOLID 17. THE ENTIRE SYSTEM Shall BE SOLIDI." GROUNDED USING LOCKNJTS AND BONDING NUTS ON .. COPPER WIRE FROM CABLE iv C,ADWELD • CCNOWTS AND 'ROPERLY BONDED GROUND CONDUCTORS. RECEPTACLES AND EOUPMENT BRANCH r _ TRA" OR CONDUIT SUPPORT TO ,ROUND RING CIRCUITS SHALL BE GROUNDED WITH A FU I SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN E - r ) ` THE CUITS (:ONDUIT, METAllIC CONDUITS SHAD. BE CONNECTED WITH THREADED) CONNECTIONS CIR ,�- NEW GROUND ROE) W/ TEST WHERE POSSIBLE. OTHERWISE COMPRESSION FITTINGS SHALL BE USED. INTENTURE TYPE SCREEN > AWC BARE SOLID COPPER 1 j � WEE. (11 P) REF. 3 E02 FITTING SHALL NOT BE USED. W RE FROM CABINET TO ILt. 1 l I / 18. INSTALL GROUND BUSHINIS ON ALL METALLC CONDUITS AND BOND TO THE EQUIPMENT GROUND RING :TYP OF 2) - GFOUND RING iI-2 ANC NEW CLEARWIRE EQUIPMENT B GROUND BUS IN THE PANEL BOARD. PI CABINET (25 - x25 "x98`) ON BCW SOLID. TINNED 19. GROUND BARS (SECTOR, COLLECTOR. MASTER) SHALL BE BARE 1/4" x 4' COPPER; LARGE ^. AWG BARE SOLID CONCRETE PAD + • ENOUGH TO ACCOMMODATE THE REQUIRED NUMBER OF :AROUND CONNECTIONS. NMI: HARDWARE WIRE FROM INTk72 EQUIPMENT f SECURING FASTENED. THE MOB SHALL E_ECTRICALLY INSULATE THE MOB, FROM ANY STRUCTURE TO WHICH T GROUND BAR T•) GROUND RING , ` 1 I NEW DISTRIBUTION I / / r I CROUN D ROD 20. APPLY TAB KOPP- SHIED OR APPROVED EQUAL PR OR TO MAKING MECHANICA_ CONNECTIONS. _ PANEL REF. 1/1.01 I COPPER CLAD STEE_ CCNNECTIONS SHALL BE MADE WITH STAINLESS STEEL BOLTS. NUTS AND LOCK WAAIERS 3/8" 5/8'0: 10' -O'. LONG DIAMETER MINIMUM. WHERE GALVANIZING IS REMOVED FROM METAL R SHALL BE PAINTED OR NEW 5/8' X 1C' GROUND - - - -- - -- TOUCHED UP W TH 'GAO/ONCE(' OR EQUAL ROD (TYP) REF. 4 /E02 - g • g \- NEW EQUIPMENT GROUND 21, ALL TERMINATIONS AT EQUIPMENT ENCLOSURES, PM' ELS. FRAMES OF EOUIPMETIT AND WHERE RING REF. 4/E02 XP EOSED FOR C ROUNDING CONDUCTOR TERMINATION SHALL BE PERFORMED UTILIZING TWO HOLE . 0 BCI.TED TONGUE COMPRESSION TYPE WITH STAINLESS STEEL SELF- TAPPING SCREWS. ( D RC Q RETr 22. AU. CLAMP! AND SUPPOTTS USED TO SUPPORT TN: GROUNDING SYSTEM CONDUCTORS ANC KT� PVC CONDUITS SHALL BE PVC TYPE (NON DO NOT USE METAL BRACKETS OR •- Li.. ! :! • I SL.PPORTS WHICH WOULD FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR. . 23. THE CONTRACTOR SHALL ENGAGE AN INDEPENDENT ELECTRICAL TESTING FIRM "0 TEST AND VERIFY THAT RESISTANCE TO EARTH DOES NOT EXCEED 8.0 OHMS. P 20VIDE A COPY OF TESTING ` • REPORT. INCLUCING THE METHOD AND INSTRUMENTS USED TO VERIFY RESISTANCE TO CLEARWIRE: REPRESENTATIVE A ' 24. BOND CABINET THROUGH THE MAIN GROUND BAR. - • �� - .■• . 4 • QREENBUR0 clear w re - GROUND NO PLANS AND DETAILS . '' -'." JRH • • OR-PORN? wireless broadband 11744 SW PACIFIC MIRY Ee06 W1[ M►Biaiiam.i 0t313115. Elm 30 1Q RD F09 1 , ORM . AA VIII 94 F• t / , - MOO. OREGON 97: 23 " ` a ND. WM _ 1104901111 e+ ow row wed se group MENEM IUIEtt 500450 - �� Fa: (425) 311 -7900 0341t M a DON DOM= In: • ,Mx 0M ew N AR OR- POR08: E 62 A 8 �- 5 • 4 3 2 ..f.......... ..f.......... 22 x 34 If SE • • Ari GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT RECEIVED JAN 2 5 2007 CITY OF TIGARD DIVISION a a I F a sMobiie BUILDING DI a'a o R - OtOlo1 SITE NUMBER: P001373B SITE NAME: GREENBURG NEW ANTENNA INSTALLATION BY: clearw ON AN EXISTING 130' MONOPOLE OFFICE COPY November 10, 2006 2006192.92 CITY OF TIGARD Approved Conditionally Approved I For only the ork as described in: PERMIT NO. ., See Letter to. Fo ow I • Ajj ch Job Addres << �rC By: 1!9 A✓s Date: 3 -1 .:er • MONOPOLE STRUCTURAL ANALYSIS REPORT P001373B GREENBURG Tigard, Oregon Project 2006192.92 New Antenna Installation Existing 130 ft. Monopole For: T- Mobile USA Bellevue, Washington \E 0.0 PROff Prepared By: 44, .1 G IN E., `� I o y 9 Q e' 18155PE 9 r • OREGON OFC 8 19g5 Q • ` �Q B. GFtpN�' David B. Granger, P.E. Registered Professional Engineer Oregon # 18155PE November 10, 2006 • V GPD ASSOCIATES ENGINEERS • ARCHIT • PLANNERS 520 South Main Street • Suite 2531 •Akron • Ohio • 44311 -1010 • Tel: 330 - 572 -2100 • Fax: 330 - 572 -2101 TABLE OF CONTENTS DESCRIPTION PAGE NUMBER EXECUTIVE SUMMARY . . . 1 TOWER DESCRIPTION . . . 1 TOWER MATERIALS 1 TOWER LOADING . . . 2 ANALYSIS 3 CONCLUSIONS AND RECOMMENDATIONS . . 4 DISCLAIMER OF WARRANTIES . . . . 5 APPENDICES 1. RISA ANALYSIS PRINTOUT 2. TOWER ELEVATION DRAWINGS -,GPD ASSOCIATES PO01373B GREENBURG EXECUTIVE SUMMARY The purpose of this analysis was to verify whether the design for the existing tower is structurally capable of carrying the new antenna and coax loads as specified by T- Mobile, USA. This report was commissioned by Mr. Andrew Tung of T- Mobile. The design for the existing structure is structurally satisfactory for the proposed loading configuration. The foundation reactions, with the proposed loading, were found to be 3.8% greater than the original tower reactions. However, this is within customary engineering tolerances and is considered acceptable. Therefore, it is our opinion that the foundation will be adequate, if it was properly designed for the original tower reactions and constructed accordingly. Section Results Monopole % Capacity Result 80.9' — 130' 76.5% Pass 45.9' — 80.9' 94.3% Pass 0' — 45.9' 97.5% Pass Base Plate 82.4% Pass Anchor Bolts 94.1 % Pass Foundation % Original Design Result Tower Base 103.8% Adequate Tower Rating: 103.8% TOWER DESCRIPTION The existing 130' monopole is located in Tigard, Oregon. It was originally designed for Western Wireless PCS by Valmont Industries, Inc. of Valley, Nebraska. The monopole has three major sections connected by slip joints. It has 12 sides and is evenly tapered from 41" (flat -flat) at the base to 14.76" (flat -flat) at the top. The structure is galvanized and has no tower lighting. All structural information was provided by T- Mobile in the form of the original tower calculations by Valmont, dated April 30, 1996. The existing, reserved, and proposed antenna information was provided by T- Mobile USA. This analysis and report are based solely on this information. TOWER MATERIALS Data on steel strength was available from the information provided. The following table details the steel strength used in the analysis. Monopole ASTM A572 (65 KSI Yield Strength) Base Plate ASTM A633 (60 KSI Yield Strength) Anchor Bolts ASTM A615 (75 KSI Yield Strength) .eC".,�I►, GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 1 PO01373B GREENBURG TOWER LOADING The following data shows the major loading that the tower supports. All existing and proposed antenna information was provided by T- Mobile USA. • Existing & Reserved Configuration Elevation Carrier Antennas 127' T- Mobile (12) EMS RR65- 19 -02DP Antennas & (12) LNA Amplifiers on a 12' LP platform w/ (24) 1 -5/8" internal coax 117' Cricket (6) CSA PCSS065 -19 -2 Antennas on (3) 10' T -arms w/ (6) 1 -5/8" external coax 100' T- Mobile (1) 4' HP Dish w/ (1) 1 -5/8" internal coax (future) 90' Verizon (2) Antel LPD -4019, (2) BSA- 185040/12, (2) LPD -6516, (2) BSA - 185063/12, (2) LPD- 7907/8, & (2) BSA- 185065/12_2 Antennas on a Valmont Platform, w/ (12) 1 -5/8" external coax Proposed Configuration Elevation Carrier Antennas 127' T- Mobile (12) EMS RR65- 19 -02DP Antennas & (12) LNA Amplifiers on a 12' LP platform w/ (24) 1 -5/8" internal coax 117' Cricket (6) CSA PCSS065 -19 -2 Antennas on (3) 10' T -arms w/ (6) 1 -5/8" external coax 107' Clearwire (4) Kathrein 840 -10057 Antennas, (4) Nextnet BTS -2500 TMA's, (4) Radiowaves HP2 -23 Dishes, & (1) Trimble Acutime GPS on (4) Valmont flush pipe mounts, w/ (9) CAT5 internal cable 100' T- Mobile (1) 4' HP Dish w/ (1) 1 -5/8" internal coax (future) 90' Verizon (2) Antel LPD -4019, (2) BSA - 185040/12, (2) LPD -6516, (2) BSA - 185063/12, (2) LPD- 7907/8, & (2) BSA - 185065/12_2 Antennas on a Valmont Platform, w/ (12) 1 -5/8" external coax Note: Coax to 117' shall be banded flush to the tower in one row. Coax to 90' shall be banded flush to the tower in two rows of six. Note: BOLD type indicates a new appurtenance. The purpose of this independent structural analysis review is to determine if the design for the existing tower, with the proposed configuration, is in conformance to the latest EIA/TIA 222 -F standard requirements. G PD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 2 P001373B GREENBURG ANALYSIS The purpose of this structural analysis review is to determine if the design for the existing tower is in conformance to the latest code requirements. Wind loading was taken from the TIA/EIA -222 -F standard, which is required per the latest version of IBC (2003). Seismic loading was taken directly from the International Building Code. Wind loading and seismic loading were not applied concurrently. RISA Tower (Version v4.6.0.0), a commercially available software program, was used to create a three - dimensional model of the tower and calculate member stresses for various dead, live, wind, and ice load cases. All loads were computed in accordance with the ANSI/EIA/TIA -222 -F and all local building code requirements. Selected output from the analysis is included in Appendix 1. The current requirements of TIA/EIA -222 -F and Washington County, Oregon are for a fastest wind speed of 80 mph with 1/2" of radial ice. A 25% reduction in wind load is allowed when wind and ice are applied simultaneously. TIA/EIA -222 -F requires towers within Washington County be analyzed with an 80 mph wind speed. Washington County requires all structures to be analyzed with a 100 mph 3- second gust, which corresponds to an 80 mph fastest mile wind speed. ANALYSIS FASTEST WIND SPEED: 80 MPH ANALYSIS 3- SECOND GUST: 100 MPH The tower and foundations are assumed, for the purpose of this analysis, to have been properly maintained and to be in good condition with no structural defects. Seismic loads were calculated from hand calculations. It was determined from these calculations thatthe seismic loads do not control the maximum loading on the structure. The wind loading case will control. ,.i� GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 3 PO01373B GREENBURG CONCLUSIONS AND RECOMMENDATIONS Based on the computer structural analysis results, the design for the existing 130' monopole does meet the requirements of TIA/EIA -222 -F standards for a basic wind speed of 80 mph with 1/2" of radial ice (with a 25 %.wind load reduction), along with the requirements of Washington County fora 100 mph 3- second gust and IBC's seismic requirements, for the proposed antenna configuration. The foundation reactions, with the proposed loading, were found to be 3.8% greater than the original tower reactions. However, this is within customary engineering tolerances and is considered acceptable. Therefore, it is our opinion that the foundation will be adequate, if it was properly designed for the original tower reactions and constructed accordingly. Summary of Findings Monopole Satisfactory Base Plate Satisfactory Anchor Bolts Satisfactory Foundation Adequate Therefore, based on our analysis results, the design for the existing structure is structurally satisfactory for the proposed loading configuration. GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 4 • P001373B GREENBURG DISCLAIMER OF WARRANTIES The engineering services rendered by GPD ASSOCIATES in connection with this Structural Analysis are limited to a computer analysis of the tower structure, size and capacity of its members. GPD ASSOCIATES does not analyze the fabrication, including welding, except as included in this report. The purpose of this report is to assess the feasibility of adding appurtenances usually accompanied by transmission lines. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD ASSOCIATES, but are beyond the scope of this report. GPD ASSOCIATES makes no warranties, expressed or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this tower. GPD ASSOCIATES will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD ASSOCIATES pursuant to this report will be limited to the total fee received for preparation of this report. GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 5 P001373B GREENBURG , . .. APPENDICES 1. RISA Analysis Printout 2. Tower Elevation Drawings ;,,.�, GPD ASSOCIATES RISA ANALYSIS PRINTOUT A.cs GPD ASSOCIATES T�r� l Q�e Job Page D �7 PO01373B GREENBURG 1 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Tower Input Data I There is a pole section. This tower is designed using the TIA/EIA -222 -F standard. The following design criteria apply: Tower is located in Washington County, Oregon. Basic wind speed of 80 mph. Nominal ice thickness of 0.5000 in. Ice density of 56 pcf. A wind speed of 69 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 50 mph. A non - linear (P- delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.333. Local bending stresses due to climbing loads, feedline supports, and appurtenance mounts are not considered. Options I Consider Moments - Legs I/ Distribute Leg Loads As Uniform Treat Feedline Bundles As Cylinder Consider Moments - Horizontals Assume Legs Pinned Use ASCE 10 X -Brace Ly Rules Consider Moments - Diagonals J Assume Rigid Index Plate / Calculate Redundant Bracing Forces Use Moment Magnification I/ Use Clear Spans For Wind Area Ignore Redundant Members in FEA I/ Use Code Stress Ratios 4 Use Clear Spans For KL/r 4 SR Leg Bolts Resist Compression 1/ Use Code Safety Factors - Guys 4 Retension Guys To Initial Tension 4 All Leg Panels Have Same Allowable Escalate Ice . 4 Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz I Use Azimuth Dish Coefficients 4 Consider Feedlinc Torque Use Special Wind Profile Il Project Wind Area of Appurt. Include Angle Block Shear Check 'I Include Bolts In Member Capacity 4 Autocalc Torque Arm Areas poles NI Leg Bolts Are At Top Of Section 4 SR Members Have Cut Ends 'I Include Shear - Torsion Interaction 1/ Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub - Critical Flow Use Diamond Inner Bracing (4 Sided) I/ Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius Ji ft ft Sides in in in in L1 130.00 -80.92 49.08 4.92 12 14.7630 25.0740 0.2188 0.8750 A572 -65 (65 ksi) L2 80.92 -45.92 39.92 4.08 12 23.6036 32.1600 0.3125 1.2500 A572-65 (65 ksi) L3 45.92 -0.00 50.00 12 30.6598 41.0000 0.3750 1.5000 A572 -65 (65 ksi) • Job o b Page P001373B GREENBURG 2 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX (330) 572 -2102 CJScheks Tapered Pole Properties Section lip Dia. Area 1 r C I/C J It/Q w w/t in in in in in in in in in LI 15.2838 10.2446 276.6075 5.2068 7.6472 36.1709 560.4817 5.0421 3.3702 15.407 25.9585 17.5074 1380.5250 8.8982 12.9883 106.2896 2797.3180 8.6166 6.1336 28.039 L2 25.5274 23.4366 1622.7824 8.3382 12.2267 132.7250 3288.1972 11.5348 5.4883 17.562 33.2945 32.0465 4148.7559 11.4014 16.6589 249.0417 8406.5042 15.7723 7.7814 24.9 L3 32.6155 36.5689 4281.0139 10.8420 15.8818 269.5552 8674.4949 17.9981 7.2118 19.232 42.4463 49.0547 10333.6372 14.5437 21.2380 486.5636 20938.7506 24.1432 9.9830 26.621 Tower Gusset Gusset Gusset Grade Adjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation . Area Thickness At Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing Diagonals Horizontals ft ft in in in LI 130.00- 1 1 I 80.92 L2 80.92 -45.92 1 1 1 L3 45.92 -0.00 1 1 1 Monopole Base Plate Data Base Plate Data Base plate is square Base plate is grouted Anchor bolt grade A615 -75 Anchor bolt size 2.2500 in Number of bolts 12 Embedment length 72.0000 in I', 4 ksi Grout space 2.0000 in Base plate grade A633 -60 Base plate thickness 2.7500 in Bolt circle diameter 48.9500 in Outer diameter 54.9500 in Inner diameter 41.0000 in Base plate type Plain Plate Feed Line /Linear Appurtenances - Entered As Area Description Face Allow Component Placement Total CAA Weight or Shield Type Number Leg ft ft' /ft Pf LDF7 -50A (I -5/8 C No Inside Pole 127.00 - 8.00 24 No Ice 0.00 0.82 FOAM) 1/2" Ice 0.00 0.82 LDF7 -50A (1 -5/8 C No Inside Pole 100.00 - 8.00 1 No Ice 0.00 0.82 FOAM) 1/2" Ice 0.00 0.82 LDF7 -50A (1 -5/8 B No CaAa (Out Of 117.00 - 8.00 5 No Ice 0.00 0.82 FOAM) Face) 1/2" Ice 0.00 2.33 LDF7 -50A (1 -5/8 B No CaAa (Out Of 117.00 - 8.00 1 No Ice 0.20 0.82 FOAM) Facc) 1/2" Ice 0.30 2.33 LDF7 -50A (1 -5/8 A No CaAa (Out Of 90.00 - 8.00 10 No Ice 0.00 0.82 FOAM) Face) 1/2" Ice 0.00 2.33 LDF7 -50A (1 -5/8 A No CaAa (Out Of 90.00 - 8.00 2 No Ice 0.20 0.82 • J RISA Tower Job Page P001373B GREENBURG 3 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Description Face Allow Component Placement Total C Weight or Shield Type Number Leg ftf Pf FOAM) Face) 1/2" Ice 0.30 2.33 RG -11 (5/16 FOAM A No Inside Pole 107.00 - 8.00 9 No Icc 0.00 0.09 POLYE.) 1/2" Icc 0.00 0.09 Feed Line /Linear Appurtenances Section Areas I Tower Tower Face AR A, CAAA CAAA Weight Section Elevation In Face Out Face ft f ft' ft' fl lb . LI 130.00 -80.92 A 0.000 0.000 0.000 3.597 110.50 B 0.000 0.000 0.000 7.144 177.53 C 0.000 0.000 0.000 0.000 922.56 L2 80.92-45.92 A 0.000 0.000 0.000 13.860 372.75 B 0.000 0.000 0.000 6.930 172.20 C 0.000 0.000 0.000 0.000 717.50 L3 45.92 -0.00 A 0.000 0.000 0.000 15.015 403.82 B 0.000 0.000 0.000 7.508 186.55 C 0.000 0.000 0.000 0.000 777.30 Feed Line /Linear Appurtenances Section Areas - With Ice I Tower Tower Face Ice AR AF C,,A4 CAR Weight Section Elevation or Thickness In Face Out Face ft Leg in ./t7 fl fl ft lb LI 130.00 -80.92 A 0.500 0.000 0.000 0.000 5.413 275.63 B 0.000 0.000 0.000 10.753 505.51 C 0.000 0.000 0.000 0.000 922.56 L2 80.92 -45.92 A 0.500 0.000 0.000 0.000 20.860 1009.03 B 0.000 0.000 0.000 10.430 490.34 C 0.000 0.000 0.000 0.000 717.50 L3 45.92 -0.00 A 0.500 0.000 0.000 0.000 22.598 1093.12 B 0.000 0.000 0.000 11.299 531.20 C 0.000 0.000 0.000 0.000 777.30 - Feed Line Center of Pressure Section Elevation CPx CPz CPx CPz Ice Ice ft in in in in LI 130.00 -80.92 0.1785 -0.0145 0.2435 -0.0198 L2 80.92 -45.92 0.2056 -0.3561 0.2740 -0.4746 L3 45.92 -0.00 0.1786 -0.3093 0.2456 -0.4254 Discrete Tower Loads . • • �y� SATower Page Rl Job g P0013738 GREENBURG 4 of 17 GPD Associates Project Date .- 520 South Main Street Suite 253 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks • Description Face Offset Offsets: Azimuth Placement C CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft ft ft' R' lb ft ft 12' LP Platform C None 0.0000 127.00 No Ice 25.00 25.00 1500.00 1/2" Ice 30.00 30.00 1750.00 (4) RR65- 19 -00DP B From Face 3.50 0.0000 127.00 No Ice 5.87 2.75 23.00 0.00 1/2" Ice 6.32 3.23 51.51 0.00 (4) RR65- 19 -00DP A From Face 3.50 0.0000 127.00 No Ice 5.87 2.75 23.00 0.00 1/2" Ice 6.32 3.23 51.51 0.00 . (4) RR65- 19 -00DP C From Face 3.50 0.0000 127.00 No Ice 5.87 2.75 23.00 0.00 112" Ice 6.32 3.23 . 51.51 0.00 • (4) S20045A1 LNA B From Face 3.50 0.0000 127.00 No Ice 0.00 0.35 5.00 0.00 1/2" Ice 0.00 0.43 9.12 0.00 (4) S20045A1 LNA A From Face 3.50 0.0000 127.00 No Ice 0.00 0.35 5.00 0.00 12" Ice 0.00 0.43 9.12 0.00 (4) S20045A1 LNA C From Face 3.50 0.0000 127.00 No Ice 0.00 0.35 5.00 0.00 1/2" Ice 0.00 0.43 9.12 0.00 10' T-arms (3) C None 0.0000 117.00 No Ice 11.70 11.70 750.00 1/2" Ice 13.00 13.00 900.00 (2) PCSS065 -19 -2 C From Face 3.00 0.0000 117.00 No Ice 6.00 1.64 14.00 0.00 1/2" Ice 6.47 2.35 39.93 0.00 (2) PCSS065 -19 -2 B From Face 3.00 0.0000 117.00 No Ice 6.00 1.64 14.00 0.00 1/2" Ice 6.47 2.35 39.93 0.00 (2) PCSS065 -19 -2 A From Face 3.00 0.0000 117.00 No Ice 6.00 1.64 14.00 0.00 • 1/2" Ice 6.47 2.35 39.93 0.00 Valmont 13' Platform w/o C None 0.0000 90.00 No Ice 35.00 35.00 1500.00 Rails 1/2" Ice 42.00 42.00 2500.00 (2) LPD -4019 C From Face 3.50 0.0000 90.00 No Ice 19.52 12.54 68.00 0.00 1/2" Ice 20.28 13.25 128.25 0.00 (2) BSA- 185040/12CF C From Face 3.50 0.0000 90.00 No Ice 7.59 5.80 14.00 0.00 1/2" Ice 8.13 6.25 63.67 0.00 (2) LPD-6516 B From Face 3.50 0.0000 90.00 No Ice 12.84 10.66 60.50 0.00 1/2" Ice 13.55 11.26 103.58 0.00 (2) BSA- 185063/12CF B From Face 3.50 0.0000 90.00 No Ice 4.77 3.64 15.00 0.00 1/2" Ice 5.22 4.08 42.44 0.00 (2) LPD- 7907/8 A From Face 3.50 0.0000 90.00 No Ice 5.97 13.60 55.00 0.00 1/2" Ice 6.54 14.31 88.56 0.00 (2) BSA - 185065/12 A From Face 3.50 0.0000 90.00 No Ice 4.78 1.97 10.60 0.00 1/2" Ice 5.23 2.65 32.68 0.00 8' 2.5 std pipe A From 1.00 0.0000 107.00 No Ice 2.00 2.00 46.32 • Centroid- 0.00 1/2" Ice 2.83 2.83 61.29 Leg 0.00 8' 2.5 std pipe B From 1.00 - 30.0000 107.00 No Ice 2.00 2.00 46.32 Centroid- 0.00 12" Ice 2.83 2.83 61.29 • Leg 0.00 • I ' t. il . - • RISA Tower Job Page P001373B GREENBURG 5 of 17 CPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Description Face Offset Offsets: Azimuth Placement CAA CAAA Weight or Type Hon Adjustment Front Side Leg Lateral Vert It 1t It' It lb ft ft 8' 2.5 std pipe C From 1.00 0.0000 107.00 No Icc 2.00 2.00 46.32 Centroid- 0.00 1/2" Ice 2.83 2.83 61.29 Face 0.00 8' 2.5 std pipe C From 1.00 30.0000 107.00 No Ice 2.00 2.00 46.32 Centroid- 0.00 1/2" Ice 2.83 2.83 61.29 Leg 0.00 840 -10057 A From 1.25 0.0000 109.00 No Ice 2.49 1.33 10.00 Centroid- 0.00 1/2" Ice 2.81 1.59 24.19 Leg 0.00 840 -10057 B From 1.25 - 30.0000 109.00 No Ice 2.49 1.33 10.00 Centroid- 0.00 1/2" Ice 2.81 1.59 24.19 Leg 0.00 840 -10057 C From 1.25 0.0000 109.00 No Ice 2.49 1.33 10.00 Centroid- 0.00 1/2" Ice 2.81 1.59 24.19 Face 0.00 840 -10057 C From 1.25 30.0000 109.00 No Ice 2.49 1.33 10.00 Centroid- 0.00 1/2" Ice 2.81 1.59 24.19 Leg 0.00 BTS -2500 A From 1.25 0.0000 109.00 No Ice 2.12 0.96 35.00 Centroid- 0.00 1/2" Ice 2.32 1.12 48.31 Leg 0.00 BTS -2500 B From 1.25 - 30.0000 109.00 No Ice 2.12 0.96 35.00 Centroid- 0.00 1/2" Ice 2.32 1.12 48.31 Leg 0.00 BTS -2500 C From 1.25 0.0000 109.00 No Ice 2.12 0.96 35.00 Centroid- 0.00 1/2" Ice 2.32 1.12 48.31 Face 0.00 BTS -2500 C From 1.25 30.0000 109.00 No Ice 2.12 0.96 35.00 Centroid- 0.00 1/2" Ice 2.32 1.12 48.31 Leg 0.00 Generic GPS C From Leg 0.25 0.0000 107.00 No Ice 0.21 0.21 15.00 0.00 1/2" Ice 0.32 0.32 17.52 0.00 Dishes Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert It ° It jt fi lb 4 FT DISH C Paraboloid w/o From 0.00 0.0000 100.00 4.00 No Ice 12.56 170.00 Radome Face 0.00 1/2" Ice 13.09 237.19 0.00 HPD2 -23 A Paraboloid From 1.25 0.0000 105.00 2.00 No Ice 3.14 30.00 w /Shroud (HP) Centroid 0.00 1/2" Ice 3.41 70.00 -Leg 0.00 HPD2 -23 B Paraboloid From 1.25 - 30.0000 105.00 2.00 No Ice 3.14 30.00 w /Shroud (HP) Centroid 0.00 1/2" Ice 3.41 70.00 -Leg 0.00 HPD2 -23 C Paraboloid From 1.25 0.0000 105.00 2.00 No Ice 3.14 '30.00 Page RISATower Job P001373B GREENBURG 6 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Hon Adjustment Beam Diameter Area Leg Lateral Width Vert fr ft I fr: lb w /Shroud (HP) Ccntroid 0.00 1/2" Ice 3.41 70.00 -Face 0.00 HPD2 -23 C Paraboloid From 1.25 30.0000 105.00 2.00 No Ice 3.14 30.00 w /Shroud (HP) Centroid 0.00 1/2" Ice 3.41 70.00 -Leg 0.00 Tower Pressures - No Ice I GH = 1.690 Section z Kz q, AG F AF AR Arm Leg CAA C Elevation a % In Out c Face Face ft ft psf ft e ft I+ f 2 1 I -12 LI 130.00- 103.74 1.387 23 81.472 A 0.000 81.472 81.472 100.00 0.000 10.741 80.92 B 0.000 81.472 100.00 C 0.000 81.472 100.00 L2 80.92 -45.92 62.99 1.203 20 82.859 A 0.000 82.859 82.859 100.00 0.000 20.790 B 0.000 82.859 100.00 C 0.000 82.859 100.00 L3 45.92 -0.00 22.01 1 16 138.716 A 0.000 138.716 138.716 100.00 0.000 22.523 B 0.000 138.716 100.00 C 0.000 138.716 100.00 Tower Pressure - With Ice I GH = 1.690 Section z Kz q. tz AG F AF AR Al, Leg CAAA C Elevation a % In Out c Face Face ft ft psf in f1 e fP 1 f f 2 fr LI 130.00-80.92 103.74 1.387 17 0.5000 85.562 A 0.000 85.562 85.562 100.00 0.000 16.166 B 0.000 85.562 100.00 C 0.000 85.562 100.00 L2 80.92 -45.92 62.99 1.203 15 0.5000 85.776 A 0.000 85.776 85.776 100.00 0.000 31.290 B 0.000 85.776 100.00 C 0.000 85.776 100.00 L3 45.92 -0.00 22.01 1 12 0.5000 142.542 A 0.000 142.542 142.542 100.00 0.000 33.897 B 0.000 142.542 100.00 C 0.000 142.542 100.00 Tower Pressure - Service 1 GH = 1.690 Jo Page RISA Tower P0013736 GREENBURG 7 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX (330) 572 -2102 CJScheks Section z K q: AG F AF AR Al Leg CAA CAA Elevation a % In Out c Face Face ft ft PSI fr e ft ,12 ft ft Ti' LI 130.00- 103.74 1.387 9 81.472 A 0.000 81.472 81.472 100.00 0.000 10.741 8 B 0.000 81.472 100.00 C 0.000 81.472 100.00 L2 80.92 -45.92 62.99 1.203 8 82.859 A 0.000 82.859 82.859 100.00 0.000 20.790 B 0.000 82.859 100.00 C 0.000 82.859 100.00 L3 45.92 -0.00 22.01 I 6 138.716 A 0.000 138.716 138.716 100.00 0.000 22.523 B 0.000 138.716 100.00 C 0.000 138.716 100.00 • Tower Forces - No Ice - Wind Normal To Face I Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e It _ ' lb PI LI 130.00- 1210.59 2317.55 A 1 1.03 1 1 1 81.472 3626.64 73.89 C 80.92 B I 1.03 1 1 1 81.472 C 1 1.03 I 1 1 81.472 L2 80.92- 1262.45 3768.10 A 1 1.03 1 1 1 82.859 3522.46 100.64 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 1367.67 7283.95 A 1 1.03 1 1 1 138.716 4601.15 100.21 C B 1 1.03 1 I 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 3840.71 13369.60 OTM 699415.35 11750.25 lb -ft Tower Forces - No Ice - Wind 60 To Face I Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ,/t lb PI LI 130.00- 1210.59 2317.55 A 1 1.03 1 1 1 81.472 3626.64 73.89 C 80.92 " B I 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 1262.45 3768.10 A I 1.03 1 1 1 82.859 3522.46 100.64 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 1367.67 7283.95 A 1 1.03 1 1 1 138.716 4601.15 100.21 C B 1 1.03 1 1 l 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 3840.71 13369.60 OTM 699415.35 11750.25 lb -ft Tower Forces - No Ice - Wind 90 To Face I - -. P age - -- - • RISATower J ° b P0013736 GREENBURG 8 of 17 CPD Associates • Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA CJScheks FAX: (330) 572 -2102 • Section Add Self F e C R DF DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ft' lb , plf - LI 130.00- 1210.59 2317.55 A I 1.03 I 1 1 81.472 3626.64 73.89 C 80.92 B I 1.03 1 1 I 81.472 C I 1.03 I I I 81.472 L2 80.92- 1262.45 3768.10 A I 1.03 I 1 1 82.859 3522.46 100.64 C 45.92 B I 1.03 I I 1 82.859 C I 1.03 I 1 I 82.859 L3 45.92 -0.00 1367.67 7283.95 A I 1.03 I 1 1 138.716 4601.15 100.21 C B 1 1.03 1 1 1 138.716 C I 1.03 I 1 I 138.716 Sum Weight: 3840.71 13369.60 OTM 699415.35 11750.25 • lb -ft Tower Forces - With Ice Wind Normal To Face . .. • I Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ft' lb plf LI 130.00- 1703.70 2945.04 A 1 1.03 I 1 1 85.562 2996.92 61.06 C 80.92 B 1 1.03 1 1 1 85.562 C I 1.03 1 1 1 85.562 L2 80.92- 2216.87 4401.61 A 1 1.03 1 1 1 85.776 2977.97 85.08 C 45.92 B 1 1.03 1 1 1 85.776 C 1 1.03 1 1 I 85.776 L3 45.92 -0.00 2401.63 8340.54 A 1 1.03 1 1 1 142.542 3770.40 82.11 C B 1 1.03 1 1 1 142.542 C 1 1.03 1 1 1 142.542 Sum Weight: 6322.19 15687.19 OTM 581499.37 9745.29 lb -ft • Tower Forces - With.Ice Wind 60_To Face . • . • ' I Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation ,Weight Weight a Face c Jt lb lb e • f lb plf LI 130.00- 1703.70 2945.04 A I 1.03 I 1 1 85.562 2996.92 61.06 C 80.92 B 1 1.03 1 I 1 85.562 C I 1.03 1 1 1 85.562 L2 80.92- 2216.87 4401.61 A 1 1.03 I I 1 85.776 2977.97 85.08 C 45.92 B 1 1.03 I 1 1 85.776 C 1 1.03 I 1 1 85.776 L3 45.92 -0.00 2401.63 8340.54 A I 1.03 1 1 1 142.542 3770.40 82.11 C B I 1.03 I 1 1 142.542 C 1 1.03 1 1 1 142.542 ' Sum Weight: 6322.19 15687.19 OTM 581499.37 9745.29 lb -ft • • Page RISATower Job P0013736 GREENBURG 9 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA CJSCheks FAX: (330) 572 -2101 Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c /1 lb lb e ft' lb oil LI 130.00- 1703.70 2945.04 ` A I 1.03 1 I I 85.562 2996.92 61.06 C 80.92 B I 1.03 I 1 l 85.562 C l 1.03 I 1 1 85.562 L2 80.92- 2216.87 4401.61 A 1 1.03 I 1 1 85.776 2977.97 85.08 C 45.92 B 1 1.03 1 1 l 85.776 C I 1.03 1 1 I 85.776 L3 45.92 -0.00 2401.63 8340.54 A I 1.03 1 1 I 142.542 3770.40 82.11 C B 1 1.03 1 1 1 142.542 C 1 1.03 1 1 I 142.542 Sum Weight: 6322.19 15687.19 OTM 581499.37 9745.29 lb -ft Tower Forces - Service - Wind Normal To Face I Section Add Self F e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c /l lb lb e ft' lb pl( LI 130.00- 1210.59 2317.55 A 1 1.03 1 1 1 81.472 1416.66 28.86 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 1262.45 3768.10 A 1 1.03 1 1 1 82.859 1375.96 39.31 C 45.92 B 1 1.03 I I 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 1367.67 7283.95 A 1 1.03 1 1 1 138.716 1797.32 39.14 C B I 1.03 1 1 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 3840.71 13369.60 OTM 273209.12 4589.94 lb -ft Tower Forces - Service - Wind 60 To Face Section Add Self F • e CF RR DF DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ft' lb plf LI 130.00- 1210.59 2317.55 A 1 1.03 1 1 1 81.472 1416.66 28.86 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 I 1 1 81.472 L2 80.92- 1262.45 3768.10 A 1 1.03 1 1 1 82.859 1375.96 39.31 C 45.92 B 1 1.03 1 1 I 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 1367.67 7283.95 A 1 1.03 1 I 1 138.716 1797.32 39.14 C B 1 1.03 1 1 1 138.716 C 1 1.03 I 1 1 138.716 Sum Weight: 3840.71 13369.60 OTM 273209.12 4589.94 lb-ft • Job - Page RISATawer - - P001373B GREENBURG 10 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 Cu CJSeks Tower Forces - Service - Wind 90 To Face Section Add Self F e CR RR Dr DR A F w Ctrl. Elevation Weight Weight a Face c ft lb lb e le lb p!f LI 130.00- 1210.59 2317.55 A I 1.03 1 1 1 81.472 1416.66 28.86 C 80.92 B I 1.03 I 1 1 81.472 C 1 1.03 I 1 1 81.472 L2 80.92- 1262.45 3768.10 A 1 1.03 I 1 1 82.859 1375.96 39.31 C 45.92 B I 1.03 1 1 1 82.859 C I 1.03 I 1 1 82.859 L3 45.92 -0.00 1367.67 7283.95 A 1 1.03 I 1 1 138.716 1797.32 39.14 C B 1 1.03 I I I 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 3840.71 13369.60 OTM 273209.12 4589.94 lb -ft Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, M Moments, M lb lb lb lb f lb-/ lb ft Leg Weight 13369.60 : t'- n- 1;".- , `... - - _ .p. ',r, 7, Bracing o ,:., -- Weight .., ._,e =V,g ,r; ,. lly;.e ,.,, =' '" ` , - hp`µ, 43 g Wi ht g �� � '�h - >t �tci�,:. v,. »r , +a_ .n .,aw..r.,,a.Lkasf� r��l�. ^' Total Member Self - Weight 13369.60 s?,' t . , -ti- f ;�:: A - 330.36 ' - 614.05 ('' , F > in ` L x.I , ; ' • - 330.36 - 614.05 t `' Total Weight 22496.79 .,�,.;, �: ��,:r; r•..�`. ^ _;� Wind 0 deg -No Ice :i.`x ,,f,= , „,`;;i -k:? 259.73 - 23822.92 - 1971540.87 - 23989.92 - 187.28 `` - i ' > *' 11436.64 - 20852.23 1728198.02 940184.13 561.62 Wind 30 deg - No Ice � .,,, Wind 60 deg - No Ice :. �'.:� °�;,: 19617.17 - 12589.81 - 1051704.06 - 1611060.30 1179.40 Wind 90 deg - No Ice `., t" � s ;. % ` :,' �� � �,? 22544.07 - 254.14 - 23146.80 - 1850965.79 1537.75 'ft ' = ; -" 19460.00 11571.19 953679.86 - 1597940.63 1529.89 Wind 120 deg -No Ice _ ' Wind 150 deg - No Ice +, +, °° , , 11188.16 20219.55 1666866.17 - 919835.38 1050.65 ;;�5_ '„M Wind 180 deg -No Ice 4 .-' -259.73 23586.10 1947197.66 22761.82 187.28 Wind 210 deg - No Ice x; r - 11638.03 20479.28 1690242.04 959095.47 - 726.28 Wind 240 deg - No Ice # r'':;M : g': , i - 19719.73 12021.05 994168.06 1620088.40 - 1342.61 Wind 270 deg - No Ice u f : :: ;; ,1 - 22 26533 2360494 1849737.69 - 153735 Wind 300 de No Ice , r ``" a = ='s - 1935744 - 1213994 - 1011215.86 1586456.33 - 1366.68 Wind 330 deg - No Ice , '-;; _ ; w, ' . 4 - 10986.77 - 20592.50 - 1704822.15 898467.83 - 886.00 Member Ice 2317.58 „ s4 . :- , - - 7 , , , ... _ ` .. -, ....._ •< Total Weight Ice 3011437 :k= _M ,:. Al N sxk: , . j r° =bid - 1100.83 - 1745.43 ;' ;111:, ,, Wind 0de ; d•:_._. g - Ice ; ,!,/..;,,. .. .: ., 206.64 • - 19885.19 - 1653980.93 - 20343.41 - 149.35 Wind 30 deg - Ice i- t,:• -_'.,.....•.,;' 9579.56 - 17395.29 - 1448884.48 - 792950.41 394.01 Wind 60 deg - Ice vy .' '14.; ;';' # ' ., _ 16436.43 - 10477.16 - 879357.53 - 1358334.61 843.57 . ;aC r.y ,, , Wind 90 deg -Ice y rc ; r - �_ 18893.11 202.27 19261.53 - 1560835.16 1113.40 Wind 120 deg -Icc �'-- "'- r ' `•` " ' 1630996 9674.68 800486.81 1347753.36 1121.69 ? :!; r te r _ ; , ar ., Wind 150 deg -ice ,..,,_ ,...14.7,, , 9379.06 16897.13 1398933.10 - 776479.71 780.21 • Wind 180 deg - Ice :9ra, is - 206.64 19700.07 163326791 16852.54 149.35 1 r -4 .: Wind 210 deg - Ice - "'° f , ; , ..: - 9736.98 17103.77 141753 (.08 805201.48 - 521.53 Wind 240 de Ice v.,,,,,,,,..2:,:=:::,-.1E,-,E_ • - 16516.60 10032.60 832699.45 1362860.47 - 972.34 Wind 270 deg - Ice - 18893.11 211.02 17934.43 1557344.29 - 1113.40 Wind 300 deg - Ice - 16229.79 - 10119.25 - 847144.88 1336245.76 - 992.91 Wind 330 deg - Ice - 9221.64 - 17188.64 - 1430286.50 757246.89 - 652.69 Total Weight 22496.79 ' .: - ;:; - 330.36 - 614.05 " ; : ' Wind 0 deg - Service 101.46 9305.83 -769604.57 -9193.91 -73.1'5 • - J Page _• -:_ RJ�SATower PO01373B GREENBURG 11 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA CJScheks FAX: (330) 572 -2102 Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments, M Moments, M, . lb lb lb lb-ft lb -ft lb -/i w" Wind 30 dcg - Service 4467.44 - 8145.40 1174548.77 - 367082.27 219.38 Wind 60 deg - Service --" 7662.96 - 4917.89 -410293.32 - 629143.28 460.70 at. `rW-- -x Wind 90 do Service a ,alge _ 8806.28 - 99.27 - 8513.14 422856.36 600.68 • Wind 120 dcg - Service sA- , r _� 7601.56 4519.99 373059.78 - 624018.41 597.61 - xr : Wind 150 deg - Service ,`=3 2 4370.38 7898.26 651648.18 - 359133.55 410.41 Wind 180 deg - Service ;,E �'' -101.46 9213.32 761152.67 9068.49 73.15 Wind 210 deg - Service t -4546.11 7999.72 660779.37 374823.82 - 283.70 Wind 240 deg - Service 01•1147,:v• - 7703.02 4695.72 388875.48 633024.18 - 524.46 x � Wind 270 deg - Service = , o - , m •� - 8806.28 103.64 9749.26 722730.93 -600.68 Wind 300 deg - Service • � . - 7561.50 4742.16 -394477.62 619886.65 -533.86 • Wind 330 deg - Service : " i -4291.71 - 8043.95 -665417.57 351141.15 - 346.09 Load Combinations - I Comb. Description No. 1 Dead Only 2 Dead +Wind 0 deg - No Ice 3 Dead+Wind 30 dcg -No Ice 4 Dead+Wind 60 deg - No Ice 5 Dead +Wind 90 deg - No Ice 6 Dead +Wind 120 deg - No Ice 7 Dead+Wind 150 deg - No Ice 8 Dead +Wind 180 deg - No Ice 9 Dead +Wind 210 deg - No Ice 10 Dead+Wind 240 deg - No Ice 11 Dead+Wind 270 deg - No Ice 12 Dead +Wind 300 deg - No Ice 13 Dead+Wind 330 deg - No Ice 14 Dead +Ice+Temp • 15 Dead+Wind 0 deg+Ice+Temp • 16 Dead +Wind 30 deg+Ice+Temp 17 Dead +Wind 60 deg +Ice+Temp 18 Dead+Wind 90 deg +Ice+Temp 19 Dead+Wind 120 deg+Ice+Temp 20 Dead +Wind 150 deg+Ice+Temp 21 Dead+Wind 180 deg+Ice+Temp 22 Dead+Wind 210 deg+Ice+Temp 23 Dead+Wind 240 deg+Ice+Temp 24 Dead+Wind 270 deg+Ice+Temp • 25 Dead+Wind 300 deg+Ice+Temp 26 Dead+Wind 330 deg+Ice+Temp 27 Dead+Wind 0 deg - Service 28 Dead +Wind 30 deg - Service 29 Dead+Wind 60 deg - Service ' 30 Dead+Wind 90 deg - Service 31 Dead+Wind 120 deg - Service 32 Dead+Wind 150 deg - Service • 33 Dead +Wind 180 deg - Service • 34 Dead+Wind 210 deg - Service 35 Dead+Wind 240 deg - Service 36 Dead+Wind 270 deg - Service 37 Dead+Wind 300 deg - Service 38 Dead +Wind 330 deg - Service Job a b Page 12 of 17 P0013736 GREENBURG GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FA (330) 572 -2102 CJSchek Maximum Member Forces I Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. f Type Load Moment Moment Comb. lb lb-ft lb-ft LI 130 -80.917 Pole Max Tension 2 0.01 0.19 -0.00 Max. Compression 14 - 12219.48 - 557.55 - 966.22 Max. Mx 5 - 7164.98 - 308119.77 867.22 Max. My 2 - 6968.40 - 1468.70 319462.90 Max. Vy 5 14663.33 - 308119.77 867.22 Max. Vx 2 - 15975.10 - 1468.70 319462.90 Max. Torque 6 - 1795.09 L2 80.917 - Pole Max Tension I 0.00 0.00 0.00 45.917 • Max. Compression 14 - 18592.50 - 1046.56 - 195.67 Max. Mx 5 - 12394.37 - 895131.43 10470.11 Max. My 2 - 12270.08 - 11236.40 953776.27 Max. Vy 5 18128.00 - 895131.43 10470.11 Max. Vx 2 - 19444.75 - 11236.40 953776.27 Max. Torque 6 - 1787.96 L3 45.917 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 14 - 30114.77 - 1784.22 1082.01 Max. Mx 5 - 22471.52 - 23856.09 1912371.94 Max. My 2 - 22468.36 - 24731.37 2036375.45 Max. Vy 5 22569.26 - 23856.09 1912371.94 Max. Vx 2 - 23849.75 - 24731.37 2036375.45 Max. Torque 6 - 1660.51 Maximum Reactions I Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load lb lb lb Comb. Pole Max. Vert 15 30114.77 - 206.64 19885.20 Max. H, 11 22496.79 22544.07 - 265.33 Max. H 2 22496.80 - 259.73 23822.92 Max. M, 2 2036375.45 - 259.73 23822.92 Max. M 5 1912371.93 - 22544.07 254.14 Max. Torsion 11 1525.97 22544.07 - 265.33 Min. Vert 1 22496.79 0.00 0.00 Min. H, 5 22496.80 - 22544.07 254.14 Min. H, 8 22496.80 259.73 - 23586.10 Min. M. 8 - 2011338.48 259.73 - 23586.10 Min. M, 11 - 1911105.76 22544.07 - 265.33 Min. Torsion 5 - 1535.02 - 22544.07 254.14 Tower Mast Reaction Summary Load Vertical Shear Shear, Overturning Overturning Torque Combination Moment, M Moment, Al, lb lb lb lb lb lb Jt Dead Only 22496.79 0.00 0.00 - 330.36 - 614.05 0.00 R�ISATQWer Job Page PO01373B GREENBURG 13 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 4431! Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment, M, lb lb lb lb -J1 lb ft 16-J1 Dcad +Wind 0 deg -No Ice 22496.80 259.73 - 23822.92 - 2036375.45 - 24731.44 - 188.92 Dcad+Wind 30 deg -No Ice 22496.79 11436.64 - 20852.23 - 1785030.27 - 971124.38 555.43 Dcad+Wind 60 deg - No Ice 22496.79 19617.17 - 12589.81 - 1086384.66 - 1664254.76 1166.29 Dcad+Wind 90 deg - No Ice 22496.80 22544.07 - 254.14 - 23856.59 - 1912371.93 1535.02 Dead+Wind 120 deg - No Ice 22496.79 19460.00 11571.19 985294.45 - 1650961.27 1520.24 Dead+Wind 150 deg - No Ice 22496.79 11188.16 20219.55 1721924.37 - 950337.22 1033.71 Dead+Wind 180 deg - No Ice 22496.80 - 259.73 23586.10 2011338.48 23452.18 179.51 Dead+Wind 210 deg - No Ice 22496.79 - 11638.03 20479.28 1745902.55 990723.15 - 718.79 Dead +Wind 240 deg - No Ice 22496.79 - 19719.73 12021.05 1026962.98 1673668.86 - 1330.69 Dead+Wind 270 deg - No Ice 22496.79 - 22544.07 265.33 24335.16 1911105.76 - 1525.97 Dead +Wind 300 deg - No Ice 22496.79 - 19357.44 - 12139.94 - 1044732.16 1639004.79 - 1347.10 Dcad+Wind 330 deg - No Ice 22496.79 - 10986.77 - 20592.50 - 1761064.16 928183.14 - 879.83 Dead+Ice+Temp 30114.77 0.00 0.00 - 1082.01 - 1784.22 -0.05 • Dead +Wind 0 deg+Ice+Temp 30114.77 206.64 - 19885.20 - 1733450.78 - 21272.65 - 150.22 Dcad +Wind 30 deg+Ice+Temp 30114.77 9579.56 - 17395.29 - 1518474.49 - 831102.76 395.36 Dead +Wind 60 deg +Ice+Temp 30114.77 16436.43 - 10477.16 - 921629.29 - 1423813.82 844.09 Dead +Wind 90 deg+Ice+Temp 30114.77 18893.13 - 202.27 - 20077.86 - 1636273.63 1122.41 Dead+Wind 120 deg+Ice+Temp 30114.77 16309.96 9674.68 839193.12 - 1412921.28 1124.88 Dead+Wind 150 deg +Ice+Temp 30114.77 9379.06 16897.13 1466383.60 - 814050.29 774.56 Dead+Wind 180 deg+Ice+Temp 30114.77 - 206.64 19700.09 1711893.16 17578.13 143.98 Dead+Wind 210 deg+Ice+Temp 30114.77 - 9736.98 17103.77 1485745.08 843965.94 - 522.55 Dcad+Wind 240 deg +Ice+Temp 30114.77 - 16516.60 10032.60 872807.43 1428596.41 - 974.31 Dead +Wind 270 deg+Ice+Temp 30114.77 - 18893.13 211.02 18777.56 1632595.27 - 1116.41 Dead+Wind 300 deg +Ice+Temp 30114.77 - 16229.79 - 10119.25 - 888034.28 1400775.56 - 988.83 Dead+Wind 330 deg+Ice+Temp 30114.77 - 9221.64 - 17188.64 - 1499129.94 793805.52 - 653.63 Dcad+Wind 0 deg - Service 22496.79 101.46 - 9305.83 - 796994.01 - 10063.22 -73.71 Dead +Wind 30 deg - Service 22496.79 4467.44 - 8145.40 - 698639.87 - 380373.65 220.74 Dead+Wind 60 deg - Service 22496.79 7662.96 -4917.89 -425243.48 - 651542.17 463.02 Dead +Wind 90 deg - Service 22496.79 8806.28 -99.27 - 9523.90 - 748535.96 605.66 Dead +Wind 120 deg - Service 22496.79 7601.56 4519.99 385272.17 - 646279.81 601.30 Dead +Wind 150 deg - Service 22496.79 4370.38 7898.26 673494.11 - 372205.68 411.28 Dead +Wind 180 deg - Service 22496.79 - 101.46 9213.32 786772.59 8783.89 72.45 Dead+Wind 210 deg - Service 22496.79 -4546.11 7999.72 682911.24 387244.89 - 285.30 Dead +Wind 240 deg - Service 22496.79 - 7703.02 4695.72 401591.09 654418.43 - 527.57 Dcad+Wind 270 deg - Service 22496.79 - 8806.28 103.64 9323.70 747258.10 - 604.44 Dead +Wind 300 deg - Service 22496.79 - 7561.50 -4742.16 -408926.33 640847.25 - 535.59 Dead+Wind 330 deg - Service 22496.79 -4291.71 - 8043.95 - 689224.27 362776.42 - 348.00 Solution Summary I Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb I 0.00 - 22496.79 0.00 0.00 22496.79 0.00 0.000% 2 259.73 - 22496.79 - 23822.92 - 259.73 22496.80 23822.92 0.000% 3 11436.64 - 22496.79 - 20852.23 - 11436.64 22496.79 20852.23 0.000% 4 19617.17 - 22496.79 - 12589.81 - 19617.17 22496.79 12589.81 0.000% 5 22544.07 - 22496.79 - 254.14 - 22544.07 22496.80 254.14 0.000% 6 19460.00 - 22496.79 11571.19 - 19460.00 22496.79 - 11571.19 0.000% 7 11188.16 - 22496.79 20219.55 - 11188.16 22496.79 - 20219.55 0.000% 8 - 259.73 - 22496.79 23586.10 259.73 22496.80 - 23586.10 0.000% 9 - 11638.03 - 22496.79 20479.28 11638.03 22496.79 - 20479.28 0.000% 10 - 19719.73 - 22496.79 12021.05 19719.73 22496.79 - 12021.05 0.000% 11 - 22544.07 - 22496.79 265.33 22544.07 22496.79 - 265.33 0.000% 12 - 19357.44 - 22496.79 - 12139.94 19357.44 22496.79 12139.94 0.000% 13 - 10986.77 - 22496.79 - 20592.50 10986.77 22496.79 20592.50 0.000% 14 0.00 - 30114.77 0.00 -0.00 30114.77 -0.00 0.000% - 15 206.64 - 30114.77 - 19885.19 - 206.64 30114.77 19885.20 0.000% 1 . Page RISATower Job P001373B GREENBURG 14 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 ' Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA CJScheks FAX: (330) 572 -2101 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb 16 9579.56 - 30114.77 - 17395.29 - 9579.56 30114.77 17395.29 0.000% 17 16436.43 - 30114.77 - 10477.16 - 16436.43 30114.77 10477.16 0.000% 18 18893.11 - 30114.77 - 202.27 - 18893.13 30114.77 202.27 0.000% 19 16309.96 - 30114.77 9674.68 - 16309.96 30114.77 - 9674.68 0.000% 20 9379.06 - 30114.77 16897.13 - 9379.06 30114.77 - 16897.13 0.000% 21 - 206.64 - 30114.77 19700.07 206.64 30114.77 - 19700.09 0.000% 22 - 9736.98 - 30114.77 17103.77 9736.98 30114.77 - 17103.77 0.000% 23 - 16516.60 - 30114.77 10032.60 16516.60 30114.77 - 10032.60 0.000% 24 - 18893.11 - 30114.77 211.02 18893.13 30114.77 - 211.02 0.000% 25 - 16229.79 - 30114.77 - 10119.25 16229.79 30114.77 10119.25 0.000% 26 - 9221.64 - 30114.77 - 17188.64 9221.64 30114.77 17188.64 0.000% 27 101.46 - 22496.79 - 9305.83 - 101.46 22496.79 9305.83 0.000% 28 4467.44 - 22496.79 -8145.40 -4467.44 22496.79 8145.40 0.000% 29 7662.96 - 22496.79 -4917.89 - 7662.96 22496.79 4917.89 0.000% 30 8806.28 - 22496.79 -99.27 - 8806.28 22496.79 99.27 0.000% 31 7601.56 - 22496.79 4519.99 - 7601.56 22496.79 -4519.99 0.000% 32 4370.38 - 22496.79 7898.26 -4370.38 22496.79 - 7898.26 0.000% 33 - 101.46 - 22496.79 9213.32 101.46 22496.79 - 9213.32 0.000% 34 - 4546.11 - 22496.79 7999.72 4546.11 22496.79 - 7999.72 0.000% 35 - 7703.02 - 22496.79 4695.72 7703.02 22496.79 - 4695.72 0.000% 36 - 8806.28 - 22496.79 103.64 8806.28 22496.79 - 103.64 0.000% 37 - 7561.50 - 22496.79 -4742.16 7561.50 22496.79 4742.16 0.000% 38 -4291.71 - 22496.79 -8043.95 4291.71 22496.79 8043.95 0.000% Non - Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 4 0.00000001 0.00000001 2 Yes 4 0.00000001 0.00041432 3 Yes 5 0.00000001 0.00060548 4 Yes 5 0.00000001 0.00060101 5 Yes 4 0.00000001 0.00066456 6 Yes 5 0.00000001 0.00059696 7 Yes 5 0.00000001 0.00055599 8 Yes 4 0.00000001 0.00064640 9 Yes 5 0.00000001 0.00058448 10 Yes 5 0.00000001 0.00061418 11 Yes 5 0.00000001 0.00006107 12 Yes 5 0.00000001 0.00057567 13 Yes 5 0.00000001 0.00058915 14 Yes 4 0.00000001 0.00001161 15 Yes 5 0.00000001 0.00024365 16 Yes 6 0.00000001 0.00007713 17 Yes 6 0.00000001 0.00007771 18 Yes 5 0.00000001 0.00024353 19 Yes 6 0.00000001 0.00007515 20 Yes 6 0.00000001 0.00007174 21 Yes 5 0.00000001 0.00024495 22 Yes 6 0.00000001 0.00007510 23 Yes 6 0.00000001 0.00007749 24 Yes 5 0.00000001 0.00026011 25 Yes 6 0.00000001 0.00007416 26 Yes 6 0.00000001 0.00007443 27 Yes 4 0.00000001 0.00008968 28 Yes 5 0.00000001 0.00007990 - Job Page RISATower P0013736 GREENBURG 15 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks 29 Yes 5 0.00000001 0.00007652 30 Yes 4 0.00000001 0.00023048 31 Yes 5 0.00000001 0.00007739 32 Yes 5 0.00000001 0.00006815 33 Yes 4 0.00000001 0.00011901 34 Yes 5 0.00000001 0.00007396 35 Yes 5 0.00000001 0.00008054 36 Yes 4 0.00000001 0.00030887 37 Yes 5 0.00000001 0.00007090 38 Yes 5 0.00000001 0.00007671 Maximum Tower Deflections - Service Wind l Section Elevation Hon. Gov. Tilt Twist No. Deflection Load ft in Comb. ° LI 130 - 80.917 41.189 27 2.7173 0.0077 L2 85.834 - 45.917 1 8.207 27 2.0307 0.0050 L3 50 - 0 6.047 27 1.1361 0.0017 Critical Deflections and Radius of Curvature - Service Wind I Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature fl Comb. in 0 ft 127.00 12' LP Platform 27 39.511 2.6833 0.0076 19966 117.00 I0' T -arms (3) 27 33.959 2.5655 0.0071 7678 109.00 840 -10057 27 29.625 2.4597 0.0067 4752 107.00 8' 2.5 std pipe 27 28.564 2.4308 0.0066 4339 105.00 HPD2 -23 27 27.514 2.4007 0.0064 3992 100.00 4 FT DISH 27 24.945 2.3194 0.0061 3326 90.00 Valmont 13' Platform w/o Rails 27 20.093 2.1260 0.0054 2493 Maximum Tower Deflections - Design Wind Section Elevation Hors. Gov. Tilt Twist No. Deflection Load ft in Comb. ° 0 LI 130 - 80.917 105.027 2 6.9349 0.0208 L2 85.834 - 45.917 46.467 2 5.1846 0.0128 L3 50 - 0 15.442 2 2.9014 0.0042 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ° ft • r, J °b Page RISA Tower P001373B GREENBURG 16 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in ft 127.00 12' LP Platform 2 100.752 6.8420 0.0204 8002 117.00 10' T-arms (3) 2 86.608 6.5229 0.0188 3076 109.00 840 -10057 2 75.565 6.2439 0.0175 1902 107.00 8' 2.5 std pipe 2 72.862 6.1691 0.0171 1736 105.00 HPD2 -23 2 70.188 6.0918 0.0168 1596 100.00 4 FT DISH 2 63.641 5.8864 0.0158 1329 90.00 Valmont 13' Platform w/o Rails 2 51.275 5.4122 0.0137 994 Base Plate Design Data I Plate Number Anchor Bolt Actual Actual Actual Actual Controlling Ratio Thickness of Anchor Size Allowable Allowable Allowable Allowable Condition Bolts Ratio Ratio Ratio Ratio Bolt Bolt Plate Stiffener Tension Compression Stress Stress in in lb lb ksi ksi 2.7500 12 2.2500 164544.44 168289.17 49.445 Plate 1.10 ✓ 174903.70 290340.15 45.000 0.94 0.58 1.10 Compression Checks I Pole Design Data I Section Elevation Size L L Kl r F. A Actual Allow. Ratio No. P P P ft ft ft ksi in lb lb p LI 130 - 80.917 (1) TP25.074x14.763x0.2188 49.08 0.00 0.0 39.000 16.7798 -6968.40 654414.00 0.011 L2 80.917 - 45.917 TP32.16x23.6036x0.3125 39.92 0.00 0.0 39.000 31.1659 - 12270.10 1215470.00 0.010 (2) L3 45.917 - 0 (3) TP41 x30.6598x0.375 50.00 0.00 0.0 39.000 49.0547 - 22468.40 1913130.00 0.012 • Pole Bending Design Data I Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. A f�, • je: F� M r AY Fnr je, ft lb ft ksi ksi F lb -ft ksi ksi Fby LI 130 - 80.917 TP25.074x14.763x0.2188 319466. 39.278 39.000 1.007 0.00 0.000 39.000 0.000 (1) 67 ' L2 80.917 - TP32.16x23.6036x0.3125 953841. 48.608 39.000 1.246 0.00 0.000 39.000 0.000 45.917 (2) 67 L3 45.917 -0(3) TP41x30.6598x0.375 2036525 50.226 39.000 1.288 0.00 0.000 39.000 0.000 .00 • Jo Page RISATawer PO01373B GREENBURG 17 of 17 GPD Associates Project Date 520 South Main Street Suite 2531 2006093.37 08:42:23 11/08/06 • Akron, Ohio 44311 Client Designed by Phone: (330) 572 -2100 T- MOBILE USA FAX: (330) 572 -2102 CJScheks Pole Shear Design Data I Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. V j F. j T j lb ksi ksi F, lb fl ksi ksi j. LI 130- 80.917 TP25.074x14.763x0.2188 15977.3 0.952 26.000 0.074 328.42 0.019 26.000 0.001 ( 0 L2 80.917 - TP32.16x23.6036x0.3125 19446.6 0.624 26.000 0.049 268.61 0.006 26.000 0.000 45.917 (2) 0 L3 45.917 -0 (3) TP4 I x30.6598x0.375 23851.2 0.486 26.000 0.038 192.97 0.002 26.000 0.000 0 Pole Interaction Design Data I Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P jb. f,,, .1 j„ Stress Stress h P Fi, Fb,. F F„ Ratio Ratio LI 130 - 80.917 0.011 1.007 0.000 0.074 0.001 1 019 ✓ 1.333 H1-3 +VT ✓ (1) L2 80.917- 0.010 1.246 0.000 0.049 0.000 1.257 ✓ 1.333 H1 -3 +VT 45.917 (2) L3 45.917 -0(3) 0.012 1.288 0.000 0.038 0.000 1.300 a/ 1.333 11 -3+VT Section Capacity Table I Section Elevation Component Size Critical P SF•P,! „ % Pass No. ft Type Element lb lb Capacity Fail LI 130 - 80.917 Pole TP25.074x14.763x0.2188 1 - 6968.40 872333.83 76.5 Pass L2 80.917 - 45.917 Pole TP32.16x23.6036x0.3125 2 - 12270.10 1620221.44 94.3 Pass L3 45.917 -0 Pole TP41x30.6598x0.375 3 - 22468.40 2550202.18 97.5 Pass Summary Pole (L3) 97.5 Pass Base Plate 82.4 Pass RATING = 975 Pass Program Version 4.6.0.0 - 7/26/2006 File:G:/felecom /2006192 /92 /risa/greenburg.eri TOWER ELEVATION DRAWINGS GPD ASSOCIATES - r • 130.0 f1 - • I I II I f I1...1. I DESIGNED APPURTENANCE LOADING i TYPE ELEVATION TYPE ELEVATION 12' LP Platform 127 BTS2500 109 (4) RR65-19-00DP 127 8' 2.5 std pipe 107 ih (4) RR65-19-00DP 127 8' 2.5 std pipe 107 (4) RRBS19-00DP 127 8 2.5 std pipe 107 (4) S20045A1 LNA 127 8' 2.5 std pipe 107 (4) S20045A1 LNA 127 Generic GPS 107 C I (4) S20045A1 LNA 127 HPD2 -23 105 g o to I i " 1 10' T-arms (3) 117 HPD2 -23 105 o — ry tt N R D. � 5 8 (2) P 117 HPD2 -23 105 - ° r l (2) PCSSO65-19.2 117 HPD2 -23 105 4111(1 (2) PCSS065 -19.2 117 4 FT DISH 100 r Y 1 840.10057 109 VaY/ar4 13' Platform wfo Rails 90 - d '^ 7 " 840-10057 109 (2) LP0-4019 90 II 840.10057 109 (2) BSA - 185065112 90 • I I 840-10057 109 (2) BSA-185040/12CF 90 BTS-2500 109 (2) LPD -6516 90 I I I BTS-2500 109 (2) BSA- 185063112CF 90 tBTS2500109 (2)LP0.7901(8 90 T2 (Ii , o — I MATERIAL STRENGTH / GRADE Fy Fu GRADE � Fy Fu I J 80.9 fl A572-65 65 Vol 80 ksl TOWER DESIGN NOTES 1. Tower Is located in Washington County, Oregon. 2. Tower designed for a 80 mph basic wind In accordance with the TIA/EIA -222 -F Standard. 3. Tower is also designed for a 69 mph basic wind with 0.50 In ice. • 4. Deflections are based upon a 50 mph wind. 5. TOWER RATING: 97.5% • A R - . 45.911 I L 8 53 gg I AXIAL S .t 1 8 9 30115 lb o ▪ g v SHEAR MOMENT 1988616 1733581 /bat TORQUE 1125 lb-ft 69 nph WIND - 0.50001n ICE . AXIAL 2249716 MOMENT SHEAR \ 203652616 ft 2382416 / ` 0.0 ft • TORQUE 1535 /b-ft REACTIONS - 80 nph WIND 9 fi l N O a 5 a 3 0 1,, E � GPD Associates 1ob: PO01373B GREENBURG . • j� 520 South Main Street Suite 2531 Pm t' 2006093.37 . CPI) GROUP Akron, Ohio 44311 cAeat T- MOBILE USPI CJScheks A pp b: CoroUtsg Erglreers Phone: (330) 572 -2100 Code: TIA/EIA- 222 -F Date: 11 /10/06 Ste NTS FAX (330) 572 -2102 Patk G1Tdemn112008192992Wszkose rWp.e4 D " 3 No ' E -1