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Plans LCW Wireless, LLC dba Cricket LCW 3995 Fairview Industrial Drive SE • Suite 120 Salem, OR 97302 W i re l ess , P hone: 503 -315 -7833 dba C r ick e t Fax: 503 -3I8-7840 10 . C E ALCOA Alcoa Wireless SITE NAME: MAY 2006 services 3420 FOSTORIA WAY, SUITE A100 C O O CI d 3 O ll T� itl 5) SAN RAMON CA 94583 C �, t . V Office (922 5j 327 -7116 Fax (25) 327 -0521 • ikproved /Z- e 5� 3 0U - 1 TO1s, _ I SITE NUMBER: . i nia!ly PROI.NO.: I P p r uvcd t - 1-:.)now to: DRAWN BY: B.K.U. I P DX— I 4 Attached I CHECKED BY: R.D.B. I �Numbcr:.��p _ pd �Z '� —s -1 1t— SUBMITTALS (T- MOBILE SITE No.: PO 1373 -b) • --' � a. i... G /Z /o4 . COLLOCATION ON AN EXISTING MONOPOLE WITH EQUIPMENT INSIDE EXISTING COMPOUND ` ° \\1 . o \ulllnpu / //0 1 , ,/ , O� \\ 33o Oj �p / / j 2 5/22/06 100% CONSTRUCTIaN DRAWINGS A V ` l vGSA 1 S/18/06 90% CONSTRUCTION DRAWINGS • 01 � 'Cp �� /� Ir e *. 0 5/17/06 ISSUED FOR REVIEW / i / / — 270 � 9 so �A ` THE INFORMATION CONTAINED IN 240 120 - THIS SET OF DOCUMENTS IS OFFICE COP �i� 210 180 210 150 �� USE OR PROPRIETARY SCLOSURE OT ENGINEER SITE NAME: ' 1 " HER THAN C.A. SIMON 8 ASSOCIATES, INC. COSTCO � //� //X11111111111 ` \ \ \ \\\ THAT WHICH RELATES TO LCW IS IF 605 E. MCLOUGHLIN BLVD. �' STRICT - : •HIBITED. VANCOUVER, WA 98663 SITE NUMBER: MAGNETIC DECLINATION I 4e FQQ /n, PDX-145-A tf`r PHONE: 360 - 694 -6019 FAx: 360-694-6225 nG�T^�" CONTACT: ROD BURROWS, PE > o-�^ " SHT. s {" THE FOLLOWING PARTIES HEREBY APPROVE AND T, or g' s »B.� & ' �. 4%, SITE ADDRESS: LANDLORD: 11744 7a4 SW PACIFIC HWY. y�, I NO. DESCRIPTION ;a :..' �L.o..�r•5 ACCEPT THESE DOCUMENTS AND AUTHORIZE THE �‘ v CONTRACTOR TO PROCEED WITH THE 18403 PE T- MOBILE TIGARD, OR 97223 T -I TITLE SHEET 1i r '� SITE-. a•wm'as s i D„8xa J CONSTRUCTION DESCRIBED HERIN. ALL Ire CONTACT: DIAN TARDIFF WASHINGTON COUNTY g y K .,,a.n v C -I SITE PLAN , SITE-. , , 2 DOCUMENTS ARE SUBJECT TO REVIEW BY THE V,' LAT. 45 26' 6.241" N LON. 122 45' 33.959" W a «°,,,, 1 i LOCAL BUILDING DEPARTMENT AND MAY IMPOSE t OREGON APPLICANT: N,/ �.A,..„°R, g o . ; ~ 0 1 CHANGES OR MODIFICATIONS. 5-1496 LCW WIRELESS, LLC GSA CRICKET LCW ' 4 I 1 s C -2 ENLARGED SITE PLAN G 3995 FAIRVIEW INDUSTRIAL DRIVE SE CODE BLOCK: JE '9 C -3 ELE VATI ONS ''' LCW PROP.: SUITE 120 BUILDING CODE: 2004 OREGON STRUCTURAL SPECIALTY CODE'S rr® 61. 9wHVp1a,U A - I s P OO �'. 12 '7. O 200 NATIONAL ELECTRIC CODE C -L ELEVATIONS ^ '+° ` ` r , • S DA TE: ti c k. D. BV as SALEM, OR 97302 1� PHONE: 503 -315 -7833 PROPOSED EQUIPMENT OCCUPANCY: U a % c••m -A 1,..,0 AND ANTENNA) C -5 ANTENNA AND COAX DETAILS g. , FAx: 503 -318 -7840 (UNMANNED TELEPHONE EQUIPMENT NTENNA) 3 e S+mmSI w LCW R.F.: WATER SUPPLY: NONE C -6 EQUIPMENT PLATFORM DETAILS ° WASTE WATER: NONE J v • ` ' 6 ? , A DATE: COSTCO APPLICANT CONTACT: PLUMBING: NONE E -I UTILITY LAYOUT PLAN �_ a . ' ,t, CASCADIA PM CONST. TYPE: TOWER - TYPE V -B 5501 NE 109TH CT., SUITE A -2 E -2 SINGLE LINE DIAGRAM AND DETAILS , . s rwsuv,.a. 31 - l'',, LCW NETOPS: PDX -145 -A VANCOUVER, WA 98662 �' ^li°x a limo 4 THE PROPOSED PROJECT INCLUDES: E - 3 POWER /TELCO (PTC) DETAIL , ATTN.: PETER MAURO LOCATION MAP 11744 SW PACIFIC HWY. 503 -841 -9416 NEW EQUIPMENT PLATFORM G -I GROUNDING PLAN AND DETAILS LCW CONST.: TIGARD, OR 97223 NEW ELECTRICAL SERVICE I FR LCW WIRELESS OFFICE, START OUT GOING NORTHWEST ON WASHINGTON COUNTY NEW TELEPHONE SERVICE G -2 GROUNDING ELEVATION FAIRVIEW INDUSTRIAL DR. SE TOWARD REED DR. SE 0.8 MILES, DATE: NEW ANTENNAS AND ALL ASSOCIATED PARTS TURN RIGHT ONTO MADRONA AVE. SE 0.5 MILES, TURN LEFT G-3 GROUNDING DETAILS ONTO 25TH ST. SE 0.7 MILES. TURN SLIGHT RIGHT <0.1 MILES. INTERCONNECT: ELECTRIC GN -I GENERAL NOTES SHEET I TURN SLIGHT RIGHT ONTO MISSION ST. SE /OR- 22/OR -99E SHEET TITLE: BR /SALEM HWY. CONTINUE To FOLLOW OR -22 /OR -99E BR 1.1 A.D.A. COMPLIANCE LCW WIRELESS CONTACT: BILL NIBLER GN -2 GENERAL NOTES SHEET 2 MILES. MERGE ON I -5 VIA EXIT IB TOWARD PORTLAND 38.3 DATE: b MILES. MERGE ONTO OR - 217 VIA EXIT 292A TOWARD - FACILITY IS L'NMANN'ED AND NOT TELCO GN - GENERAL NOTES SHEET 3 TIGARD /BEAVERTON. TAKE THE OR -99W EXIST (EXIT 6) LCW SITE DEV MGR. TITLE SHEET " FOR HUMAN HABITATION TOWARD TIGARD /MCMINNVILLE. TURN RIGHT ONTO SW PACIFIC LCW WIRELESS CONTACT: BILL NIBLER • HwY. /OR - 99W. SITE IS 11744 SW PACIFIC HWY. THIS FACILITY SHALL MEET OR SHEET NUMBER: EXCEED ALL FAA AND FCC PROPERTY OWNER.: r REGULATORY REQUIREMENTS DATE: CONSULTANT TEAM PROJECT SUMMARY - SHEET INDEX SITE DIRECTIONS APPROVALS T-1 IV 7 LCW Wireless, LLC 7 dba Cricket LCW r. r 3995 Fairview Industrial Drive SE • / Suite 120 \\\O / Phone 503-315-7833 9 5 30 833 • / 0 g�1 G P , ;) i Fax: 503- 318 -7840 ��\ CEO / 153 ' `S� . _, ALC ®A I Alcoa Wireless Services I 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA. 94583 Office (925) 327 -7116 ' Fax (925) 327 -0521 i I CAS CAS PROJ. NO.: - { I ( ( DRAWN BY: B.K.U. Ilir CHECKED BY: R.D.B. 92 SUBMITTALS I I _ EXISTING CHIP - SEALED • ROAD \ I I I I 2 5 /22 /06 100% CONSTRUCTION DRAWINGS I 5/18/06 90% CONSTRUCTION DRAWINGS / TAX LOT 2000 I XISTING ASPHALT 0.12 Ac. /— PARKING LOT 0 5/17/06 ISSUED FOR REVIEW ■ 1 I TH TH S OF DOCUOMENTSES IN _ )-) \ � TAX LOT 2100 PROPRIETARY BY NATURE. ANY 0_,., 2 0.34 Ac. USE OR DISCLOSURE OTHER THAN t. p er- THAT STRIWHICH RELATES ITED LCW IS • �'_ y0 0 0 PROPOSED LCW WIRELESS LEASE AREA 4 0�'� 2 0 2 � 0 I EXISTING GRASS INSIDE EXISTING FENCED COMPOUND c � �. �r.„ A REA (SEE DWG C2 FOR ENLARGED PLAN OF THIS AREA) `� ( �� / ~� 5 o � �, \ 1 1 I 18403 pE 2 9 I �� O � -0 X 02/9 \ I OREGON \ E XISTING 135' TALL MONOPOLE ! ,A 544.98 0 NO : I ° EXISTING COSTCO D. BO BUILDING • X I COSTCO P DX -145 -A 11744 PACIFIC aki ' ' TIGARD, OR 97223 23 WASHINGTON COUNTY o. 0 Z SHEET TITLE: 0 , SCALE: SITE PLAN 20' 0' 20' 40' 60' 1"...40' (11x17) SHEET NUMBER: O. 1"---20' (24x36) . I C -1 SITE PLAN 11 I LCW Wireless, LLC dba Cricket LCW ' I I 3995 Fairview Industrial Drive SE I Suite 120 Salem, OR 97302 I Phone: 503 -315 -7833 Fax:503 -318 -7840 1 \ \ EXISTING GRASS I \ EXISTING ASPHALT AREA \ I PARKING AREA \ E3 I I QLECD 1 LCW WIRELESS TELCO H —FRAME Alcoa Wireless I NEW LCW WIRELESS POWER H —FRAME I Services EXISTING POWER TRANSFORMER AND 3420 FOSTORIA WAY, SUITE A100 PGE METER #10826848E EXISTING PARENT PARCEL SAN RAMON CA 94583 1 .. Office (( (925) ? 8 327 0521 Fox I 1 '4%....11%. ° v 4. •r- - - - - -- - -- - - - - -- - - -- I I> _ - — UT - -- -- — ( cns : — UE - -- .— ' PRO1.N0.: — , EXISTING TREE TO REMAIN I / , DRAWN BY: B.K.U. / ' 1-- EXISTING T—MOBILE 30'x30' LEASED PREMISES I I : ( CHECKED BY: R.D.B. 1 i Ii i i 4 ' ' ' Q ■ �W N . \ U Q Z I N I X I ``' 9 o EXISTING BUILDING I , : \; co'c'a >:' AI I ;:01i I . la'••:a %! EXISTING 135 TALL MONOPOLE THAT WHICH RELATES TO LCW IS N • 1 _ •; i4 " V \. � STRICTLY PROHIBITED. N . L - - — X x x - : EXISTING 6' CHAIN LINK FENCE WITH THREE 1 8403 pE ■ ■ _________ - - _ STRANDS OF BARBED WIRE i ■ 1 OREGON \ S 1 4 -80 ♦ I 9�Q °}p t2 b i- ` I �D. 813 \ \ EXISTING GRASS • AREA \ I COSTCO N 1 PDX -145 -A I 11744 SW PACIFIC HWY. ■ TIGARD, OR 97223 ■ N WASHINGTON COUNTY O ■ I Z SHEET TITLE: S. I • .... SCALE: ENLARGED SITE PLAN ` ` ` ° v.., ♦ 4 r, ra 1� 11. 12' Q { SHEET NUMBER: `_,/, o ,', 44 I 1/8 " =1' (11217) 1/4 " =1' (24x36) • �, ' C -2 ENLARGED SITE PLAN 1 - - - LCW Wireless, LLC EXISTING PANEL ANTENNAS WITH RAD. C.L.— - - EXISTING PANEL ANTENNAS WITH RAD. C.L— - - dba AT 135' (OTHER CARRIER) T AT 135' (OTHER CARRIER) Cricket LCW . 3995 Fairview Industrial Drive SE • - - - - _ - - ` - J — ��1 � ' • � F. Suite 120 � Salem, OR 97302 Phone: 503-315-7833 it 20 Fax: 503-318-7840 1 ,UN , if PROPOSED LCW WIRELESS PANEL ANTENNAS —I' —'I - PROPOSED LCW WIRELESS PANEL ANTENNAS , A� THREE SECTORS, TWO ANTENNAS PER SECTOR I I I THREE SECTORS, TWO ANTENNAS PER SECTOR 111 O � 1 � isl®1 � A �R 17' AND TOTAL AZIMUTHS OF 3 0'S 15 AND 270' - 2' TY A �R 17' AND IMUTHS OF 3O , 15O , AND 270' I- TYP. �� ':\ G J le D ` 1 ALCOA Alcoa Wireless Services _/ ' f 3420 4 RAM IA WAY, 9458 A100 yy (� SAN RAM CA 94583 �(` J � Office (9255 327 -7116 �` Fax (25) 327 -0521 �� I CAS -- ii ■ It r DR AWN BY: B.K.U. I A IA% � CH ECKED BY: R. D.B. W I Z d Z O I ° I- ° SUBMITTALS z z z z i i U• Z Z CL N d N . EXISTING 135' MONOPOLE - ,, x EXISTING 135' MONOPOLE N W � W • • • L,_I 0 W 0 O 2 6/19/06 INC. T MOBILE COMMENTS d 3 p_ I 5/18/06 90% CONSTRUCTION DRAWINGS O O U -- t_ 0 5/17/06 ISSUED FOR REVIEW J O J 0 0 0 o THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS N o p PROPRIETARY BY NATURE. ANY a a USE OR DISCLOSURE OTHER THAN o 0 T HAT WHICH RELATES TO LCW IS a a STRICT "• I:ITED. 0 0 - 440 0 o TP J J T , w 18403 PE e ORE 5.14 -98 �4O w . 12 S- o� • t),D. BU EXISTING 7' CHAIN LINK FENCE EXISTING 7' CHAIN LINK FENCE PROPOSED LCW WIRELESS RADIO EQUIPMENT EXISTING RADIO EQUIPMENT (OTHER CARRIER) COSTCO EXISTING RADIO EQUIPMENT (OTHER CARRIER) PROPOSED LCW WIRELESS RADIO EQUIPMENT PDX -145 -A PROPOSED LCW WIRELESS UTILITY H -FRAME . PROPOSED LCW WIRELESS UTILITY H -FRAME 117LL SW PACIFIC HWY. TIGARD, OR 97223 11. in ay / — __ WASHINGTON COUNTY II:;• #:: s _ T ; 1 _.. F : :: : ::i•�I II:vl �•''' fi l: L �• : t t {} '•'r.II 11:• :i:•i::3 r r t! r b':'::` >.•: I r r r M}a II .;::;: • . • . } •' r I I'� r +'• `: � � , SHEET TITLE: 1._ -. _.....� ...... ..... ..: 1. __• \- __ \_` {�-.0 I - •VJ V • � 1 SCALE: SCALE: TOWER ELEVATIONS 8' 0' 8' . 16' 24' 8' 0' 8' 16' 24' no i No ■ m i m 1/16 " =1' (11x17) 1/16 " =1' (11x17) SHEET NUMBER: 1/8 " =1' (24x36) 1/8 " =1' (24x36) C -3 SOUTH ELEVATION 1 1 WEST ELEVATION 1 2 • 1 _ LCW Wireless, LLC dba I I—II—I—I I I XISTING PANEL ANTENNAS WITH RAD. C.L. AT 135' (OTHER CARRIER) CXISTING PANEL ANTENNAS WITH RAD. C.L. AT 135' (OTHER CARRIER) Cricket LCW 3995 Fairview Industrial Drive SE Suite 120 Salem, OR 97302 Phone: 503 -315 -7833 Fax: 503 -318 -7840 I — I I : � I L I PROPOSED LCW WIRELESS PANEL ANTENNAS PROPOSED LCW WIRELESS PANEL ANTENNAS E) ( 1 I THREE SECTORS, TWO ANTENNAS PER SECTOR II III I THREE SECTORS, TWO ANTENNAS PER SECTOR FOR A TOTAL OF SIX ANTENNAS WITH RAD. C.L. FOR A TOTAL OF SIX ANTENNAS WITH RAD. C.L. L AT 117' AND AZIMUTHS OF 30', 150', AND 270' AT 117' AND AZIMUTHS OF 30', 15 / AI..COA L-2' (TYP.) L ._ 2 ' (TIP.) r . - ;- ~ Alcoa Wireless ' rvi Se es c �U� 2006 3420 FOSTORIA WAY, SUITE A100 PROPOSED LCW WIRELESS 1 -5/8 "0 COAX RUN SAN RAMON CA 94583 ON NORTH SIDE ON OUTSIDE OF EXISTING MONOPOLE Office (925 327 -7116 (NP. OF 6) ` 3 4 Fox (9925) 327 -0521 ‘:d VI UIr iL� CAS _ ,1 �1 1° D WN BY: B.K.U. I I in R.DBZ J Q Z O Z Q O Z T W J , NV SUBMITTALS Z Q Z vi w i ' EX ISTING 135 MONOPOLE L u w EXISTING 135' MONOPOLE 4 0 1.....1 O Ne 2 6/19/06 INC. T - MOBILE COMMENTS d � 0 3 0 3 I 5/10/06 90% CONSTRUCTION DRAWINGS 3 3 O -0 � 0 5/17/06 ISSUED FOR REVIEW o 2 p p 0 .N THE INFORMATION CONTAINED IN o o THIS SET OF DOCUMENTS IS a_ o PROPRIETARY BY NATURE. ANY a cc USE OR DISCLOSURE OTHER THAN THAT WHIC ' S TO LCW IS " r S .�■ �T�r .•. D ,/,.., •,..(%_. ce< cc 18403 PE GON 5-1 MOO 9 c ■ 14 0. MO' • - 41' D. Bu EXISTING 7' CHAIN LINK FENCE EXISTING 7' CHAIN LINK FENCE PROPOSED LCW WIRELESS RADIO EQUIPMENT EXISTING RADIO EQUIPMENT (OTHER CARRIER) EXISTING RADIO EQUIPMENT (OTHER CARRIER) PROPOSED LCW WIRELESS RADIO EQUIPMENT COSTCO PROPOSED LCW WIRELESS UTILITY H -FRAME PROPOSED LCW WIRELESS UTILITY H -FRAME PDX -145 -A .4101 I 117L/. SW PACIFIC HWY. ,4 � �� TIGARD, OR 97223 II: u f { S r f s w 1 r } r {{ ` � r } r» ` { :. , lu WASHINGTON COUNTY MOM C a x i �'. II 0 r: : : .� :.: •:; } :• :•:• : ::•...... { r ' ., , : % : : : ::: ::.• ^ : a 11 : . # ii r r r ti ` ;. � r x ':11 SHEET TITLE: SCALE: SCALE: TOWER ELEVATIONS 8' 0' 8' 16' 24' 8' 0' 8' 16' 24' E = i i - 1/16 " =1' (11x17) 1/16 " =1' (11x17) SHEET NUMBER: 1/8 =1' (24x36) 1/8 =1' (24x36) • • C -4 NORTH ELEVATION 1 3 EAST ELEVATION 1 4 LCW Wireless, LLC SLOT FOR - -- -- -- /J6 GROUND LEAD dba GROUNDING ADJUSTABLE ELECTRICAL ELECTRICAL ANTENNA INFORMATION CLAMP BAND CLAMP NAPE OVER TAPE OVER (2) BARREL Cricket LCW - SECTOR 1 SECTOR 2 SECTOR 3 1/4' " -20 HARDWARE � / i MASTIC TAPE MASTIC TAPE CRMPEDICONNECTION • / /,' QUANTITY 2 2 2 �� - �' -I I 3995 Fairview Industrial Drive SE •m •� PUTTY q_ _ O �y 1,1c,= IF REQUIRED BY Suite 120 #6 GROUND LEAD TAPE I I;I ,__ %9 MFR CSA CSA CSA � ANTENNA CONFIGURATION, Salem, OR 97302 MODEL PCSS065 -19 -2 PCSS065 -19 -2 PCSS065 -19 -2 GROUNDING GROUNDING Phone: 503 WEIGHT (LBS) 24.6 24.6 24.6 CLAMP _ „ CLAMP EXTEND LEAD W /(j2 CONDUCTOR TO Fax: 503 . - _._ - _. ASSEMBLY GROUND BAR DIM (IN- HxWxD) 75x8.5x7.5 75x8.5x7.5 75x8.5x7.5 __ ANTENNA DETAIL 1 DETAIL 2 DETAIL 3 DETAIL 4 DETAIL 5 DETAIL 6 GAIN (dBi) 19.5 19.5 19.5 El • AZIMUTH 65 65 65 BEAMWIDTH ELEVATION 4 4 4 TYPICAL WEATHERPROOFING COAX DETAIL SCALE: NTS 12 BEAMWDTH w /� RAD CENTER // ~� A (FT) 117 117 117 PIPE MOUNT Jh� Alcoa Wireless AZIMUTH 30 150 270 DOWNTILT o Services (DEG) DOWN TILT BRACKET 3420 FOSrOR1A WAY, SURE MOO 2 2 2 ]• • 0 SAN RAMON CA 94583 (DEC) * Office 925 327 -7116 CABLE INFORMATION Q AZIMUTH = 270 �F s T h // Fax (�2s) 327 -os21 C s 6.... �p COAX CABLE ANDREW ANDREW ANDREW (TYP ALL SECTORS) MFR ./ / PRO1. N0.: - COAX CABLE AVA7 -50 AVA7 -50 AVA7 -50 1 p MODEL PANEL ' S i :: ` . ; O I DRAWN BY: B.K.U. COAX CABLE 1 5/8 1 5/8 1 5/8 I m a • . DIA (IN) ANTENNA y ( I CHECKED BY: R.D.B. COAX LENGTH i I PANEL ANTENNA m �� (FT) 137 137 137 (TYP ALL SECTORS) a ' COLOR CODE — ,--.% 0 SUBMITTALS (TX) YELLOW /BROWN RED /BROWN GREEN /BROWN �/ O COLOR CODE _ °$# .y., (RX) YELLOW /WHITE RED /WHITE GREEN /WHITE K AZIMUTH = 270 � Z ` G� i � \OR 1- • JUMPER ANDREW ANDREW ANDREW �G 0 - COAX JUMPER . 2 5/22/06 100% CONSTRUCTION DRAWINGS JUMPER ANTENNA MOUNTING ASSEMBLY -•� L4A- PDMDM -6 L4A- PDMDM -6 L4A- PDMDM -6 TO MAIN MODEL COAX CABLE PIPE (TYP. All 0 1 5/18/06 90% CONSTRUCTION DRAWINGS JUMPER SECTORS) "9 � , 0 5/17/06 ISSUED FOR REVIEW LENGTH (FT) 3 3 3 s a � 6 - y - . CON THE INFORMATION CONTAINED IN MFRTOR ANDREW ANDREW ANDREW \ THIS SET OF DOCUMENTS IS CONNECTOR A7TDF -PS A7TDF -PS A7TDF -PS ANTENNA ASSEMBLY DETAIL SCALE: NTS 13 ANTENNA ALIGNMENT DETAIL SCALE: NTS 14 USE OR I DISCLOSURE OTHER THAN MODEL THAT WHICH RELATES TO LCW IS STRICTLY PROHIBITED. ROHIBITED. GPS ANTENNA 4010'6264W MINIMUM OF 75� OR OBSTRUCTIONS MUST 1 . EACH LINE OF COAX SHALL BE LABLED PURSUANT TO THE COLOR CODING SCHEDULE 12" 270' IN ANY DIRECTION BE BELOW 15' - + E �P BEFORE ANY CONNECTOR. COLOR CODING METHOD IS BY MEANS OF 1" WIDE COLORED ELECTRICAL TAPE WRAPPED AROUND COAX THREE TIMES TO PRODUCE A STRIPE. (I.E. ■ d ] < TWO RED WILL HAVE TWO STRIPES) (3M SCOTCH SUPER 88 ELECTRICAL TAPE -ALL THiT 1 -1/4 ". SCH. 40 CPS ANTENNA Wo WEATHER, HEAVY DUTY, ABRASION RESISTANT, FAST BUILD UP, UV RESISTANCE STAINLESS STEEL TAPE -3/4" WIDE). OR GALV. PIPE /� • �Ea�ON 2. ALL MAIN COAX LINES WLL BE GROUNDED AT SPECIFIED LOCATIONS AND ACCORDING TO PIPE CAP MANUFACTURER'S SPECIFICATIONS. i op 3. ALL INSTANCES WHERE THE COAX HAS BEEN CUT, MODIFIED, SPLICED, OR STRIPPED _ SHALL BE PROPERLY SEALED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. GPS MINIMUM SKY VIEW REQUIRE D, BUR 4. ALL COAX IS TO BE PROPERLY INSPECTED UPON RECEIPT AND SHALL BE HANDLED ICE BRIDGE ACCORDING TO THE MANUFACTURER SPECIFICATIONS. IT SHALL NOT BE BENT BEYOND SUPPORT PIPE NOTES: SPECIFICATIONS. 1. THE ELEVATION A ND LOCATION OF THE GPS ANTENNA SHALL COSTCO S. COAX SHALL BE FASHIONED TO SHED WATER IMMEDIATELY BEFORE ENTRY INTO EMI IBI' BE IN ACCORDA WITH THE FINAL RF REPORT. PDX -I4S-A INTERIOR AREAS OF THE EQUIPMENT. I1H- 2. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A EXOTHERMIC 11741. SW PACIFIC HWY. 6. ANTENNA AZIMUTHS ARE DEGREES OFF OF TRUE NORTH, BEARING CLOCKWISE, IN WHICH CONNECTION 1 1/4" PIPE TO STANDARD 1 -1/4" DIAMETER, SCHEDULE 40, GALVANIZED STEEL TIGARD, OR 97223 3" PIPE CLAMP OR STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT (TYP.) WASHINGTON COUNTY THE ANTENNA FACE IS DIRECTED. ALL ANTENNAS (AND SUPPORTING STRUCTURES AS 1101 1.11= THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE PRACTICAL) SHALL BE ACCURATELY ORIENTED IN THE SPECIFIED DIRECTION. JIM. REQUIRED LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR _ _ _ ROTARY PIPE CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR r� 7. SWEEP TEST SHALL BE PERFORMED BY GENERAL CONTRACTOR AND SUBMITTED TO LCW �, CUT. A HACK SAW SHALL NOT BE USED. THE CUT PIPE END SHEET TITLE: REPRESENTATIVE TEST SHALL BE PERFORMED PER LCW STANDARDS. #2 AWG BCW u. GROUNDING KIT SHALL BE DEBURRED AND SMOOTH IN ORDER TO SEAL AGAINST n THE NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT. 41 1/2"- COAX CABLE MINIMUM ANTENNA AND • BENDING RADIUS PER 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH COAX DETAILS TO GROUND MANUFACTURER'S STANDARD THAT IT IS WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF #6 AWG GROUNDING KIT CABLE THE ANTENNA IS WITHIN 2 DEGREES OF LEVEL. 4. DO NOT SWEEP TEST GPS ANTENNA. SHEET NUMBER: ANTENNA INFORMATION SCALE: NTS I 1 GPS ANTENNA DETAILS SCALE: NTS 15 8' 4 3' -8" 4' -4" LCW Wireless, LLC • . a . 4 • dba �� I I r I Cricket LCW L ` I I ? - a I ± v J + + �� ANCHOR CMO CABINET TO PLATFORM 3995 Fairview Industrial Drive SE • ' a �� I 11111111111111 © - • 1 • , • ■ • — ■ ■ ' \ I �� WITH 4 EA. 5/8 "0 STEEL BOLTS WITH Suite 120 i I — — — / 3" STEEL WASHER AND DOUBLE NUT \ L — Salem, OR 97302 503 -315 -7833 !�I' 11111111111111 �' — (ONE BOLT EA. CORNER) Phone �I IIIIIIIIIIIIII — ' �� Fax 503- 318 -7840 III 11111111111111 I■ r iuiuiuii 10•11 11111111111111 I■ Ell im • AL OA IHIIIIIIIIIIIIIIIIIIIIIIIIIIIIOII I. ANDREW PART NO.: Alcoa Wireless 11111111111111111111 I■ MTC9003BAL Services 111 11111111111111 (HEAVY DUTY 4'x8' PLATFORM) 3420 FOSiAM WAY, SUITE A100 II -OR- SAN RAMON CA 94583 EMI 302 999 -0001 Office (925) 327 -7116 11 11111111 ' r l r l �. (HEAVY DUTY 4'x8' PLATFORM) Fax ($25) 327 -0521 1L_ ( PROD. NO.: I III _ :::11;\ �\ 11111II1111111111111111111111III , 1111 I I 1 I!1 I DRAWN BY: B.K.U. I ( CHECKED BY: R.D.B. I i \ !!! , ' - _ _:„ ; ; - , ; = 1 !81111111111111111111111111111" , MIL i n a I I ,�'; -'1 11111111E911111111111111111111111111111 • 11111 c� a SUBMITTALS i1'ilI■ CI r1 T,�, 11111111111111iii11111111111111111111111 !1111 : 11111 N 4I . N / \ I I N / \ II \ / - 2 5/22/06 100% CONSTRUCTION DRAWINGS / \ I 5/18/06 90% CONSTRUCTION DRAWINGS 0 5/17/06 ISSUED FOR REVIEW I THE INFORMATION CONTAINED IN 4'x8' MODULAR PLATFORM DETAIL SCALE: NTS 11 PROPRIETAR r- -° OR THAN •a , II STRICTLY PROHIBITED. II 3/4 "0x24" GALVANIZED I ) ALL - THREAD J -BOLT Q' Q/�� II i � GALVANIZED NUTS " ""'r iii ® GALVANIZED DOUBLE NUT Y. X11 n 11111 4. FINISHED IOYW PE _ FINISHED GRADE • (' .."•••'' . III I �� `L �� \\ 1 6EG�N • a I �� O 3 "x3 "x3/16" GALVANIZED WASHER 9 0 O ' 6 "x6 "xl /4" GALVANIZED TOP PLATE o '•92 t• �i a' y �' D RUR� " — 3 "0 GALVANIZED WASHER illit 3 "x3 "x3/16" GALVANIZED WASHER m I DOUBLE- NUTTED • \ / 6 "x6 "x1/4" GALVANIZED BEARING PLATE COSTCO PDX -145 -A a 3/4 "8x24" GALVANIZED 11744 SW PACIFIC HWY. ALL THREAD J - BOLT TIGARD, OR 97223 CONCRETE PIER a WASHINGTON COUNTY 4 - I 2950 PSI CONCRETE a a 12 "0 CONCRETE PIER I 2950 PSI CONCRETE 4 I 4 SHEET TITLE: VERIFY THAT SOIL IS NATIVE, EQUIPMENT PLATFORM • s INORGANIC UNDISTURBED SUBSOIL • \ FROM AT LEAST 12" BELOW GRADE DETAILS . • / / � Dj AND DEEPER . — — — \ % SHEET NUMBER: • 12 j � h\ � \ \ C -6 BTS CABINET & EQUIPMENT PLATFORM DETAIL SCALE: NTS 12 t GENERAL NOTES I LCW Wireless, LLC • 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE dba BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE I SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS Cricket LCW PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH • a THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE I 3995 Fairview Industrial Drive SE CONTRACT HAS BEEN AWARDED. I Suite 120 2. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON Salem, OR 97302 THE DRAW NGS ARE APPROXIMATE AND SHALL BE COORDINATED I Phone: 503 - 315 - 7833 WITH FIELD CONDITIONS PRIOR TO ROUGH -1N. Fax: 503 - 318 - 7840 3. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE \ EXISTING GRASS \ EXISTING ASPHALT APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER AREA \ i PARKING AREA EXISTING FIELD CONDITIONS. \ \ 1E3 4. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN I OR REQUIRED BY NEC. 5. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN AI..COA ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT ANGLE DEVICE LCW WIRELESS TELCO H FRAME OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM Alcoa Wireless INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. NEW LCW WIRELESS POWER H -FRAME I Services 6. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH EXISTING POWER TRANSFORMER AND 3420 FOSTORIA WAY, SUITE A100 EXISTING PARENT PARCEL SAN RAMON CA. 94583 PLASTIC THROAT INSULATING GROUNDING BUSHINGS. PGE METER #10826848E Office (925) 327 -7116 - 7. ALL WIRE SHALL BE TYPE THWN, SOLID, ANNEALED COPPER _ _ _ _ _ Fax Fax (925) 327 - 0521 UP TO SIZE #10 AWG (#8 AND LARGER SHALL BE CONCENTRIC IT — - - — - - — - - — _ - STRANDED) 75 DEGREE C, (167 DEGREES F), 985 CONDUCTIVITY, —1- - - UT - - - — CAS _ - — CAS MINIMUM #12. i - UE - - - PROJ. NO.: -" EXISTING TREE TO REMAIN • 8. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, - I DRAWN BY: B.K.U. J- BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED I IN I EXISTING T - MOBILE 30'x30 LEASED PREMISES I CHECKED BY R.D.B. PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. - 9. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. a ' - - PROPOSED LCW WIRELESS 12'x20' LEASED PREMISES 10. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE 1 Q o " S SUBMITTALS MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. _ 1 VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS Q t 3 O . REQUIRED. ti Q w PROPOSED LCW WIRELESS RADIO EQUIPMENT ON L., z f NEW 4'x8' STEEL FRAME 11. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND c I �� .. ' • WRITTEN. h w ti ' 1 ^'' ° . / w / � s--''' a U Z 1 2 5/22/06 100% CONSTRUCTION DRAWINGS 12. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL �� Q S CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT , I N 5 /l8/06 90% CONSTRUCTION DRAWINGS GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION • BOXES, PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, I , w 0 0 e I PROPOSED LCW WIRELESS ICE - BRIDGE WITH 0 5/17/06 ISSUED FOR REVIEW AND EQUIPMENT CABINETS. / GPS ON EXTENDED SUPPORT POST \ EXISTING BUILDING THE INFORMATION CONTAINED IN _ COSTCO 13. THE CONTRACTOR SHALL PREPARE AS - BUILT DRAWINGS, • , 1k I • i.,:.I: I \ THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND I USE OR DISCLOSURE OTHER THAN CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT + I iii�F.�:i. 7/�� THAT WHI - TO LCW IS SUBSTAN COMPLETION. ?:e >C ;y -•• iit !� \i •J /! / EXISTING 135' TALL MONOPOLE • ^sA: %:•o-x <.::: ..,,. ,_�. . . _ ! � . II• lit \1 /�l�� • 14. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING I 1 1 . Kr DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID �' I \ y NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH \\ / G CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM °' ^'/ I , + � t 84: (NO EXCEPTIONS.) ' �� )C EXISTING 6' CHAIN LINK FENCE WITH THREE 15. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE - — - - _ _ _ — _ _ — >< __ _ _ _ STRANDS OF BARBED WIRE O X DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES -- S ACT AS ADOPTED BY THE APPLICABLE STATE. 16. NOT USED. O ,� I O °x ■ O. ev 17. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND \ i ■ EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN OF CONDUIT AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY X \ EXISTING GRASS CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON • AREA COSTCO THE EQUIPMENT. \ 18. THE DESIGN OF THESE PLANS ARE BASED UPON BEST N 1 PDX -145 -A AVAILABLE INFORMATION AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN 1174 I SW PACIFIC 2 T 3 ON THESE DRAWINGS. LOCATION OF ALL OUTLET, BOXES, ETC., • I , WASHINGTON OR TON COUN COUNTY AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO i z ROUGH -IN. o • I Z SHEET TITLE: \ i _ _ SCALE: UTILITY LAYOUT PLAN t 4 k. 4 o �.4 ■ 4' 0' 4' 8' 12' \ • • NI r � — � , I 1/8 " -1' (11x17) 1x17 SHEET NUMBER: 1 N I . D_ i J. p rr� ^ v ' ` I 1/4 " =1' (24x36) E 1 UTILITY LAYOUT PLAN I 1 i 125" 5052-H32 ALUMINUM LCW Wireless, LLC GENERATOR INLET POWDER COAT FINISH TYPE FENCED ENCLOSURE dba 3R OUTDOOR ENCLOSURE TRANSTECTOR AC SURGE Cricket LCW in I SUPPRESSOR o 3995 Fairview Industrial Drive SE I IIII w Suite 120 w z o Salem, OR 97302 DEADFRONT �\ N h. Phone: 503 - 315 -7833 dam:' A SQUARE D, TYPE 00 LOAD > Fax: 503 - 318 -7840 * a DK UNISTRUT II CENTER, 24 POSITION o O ' imi _ 200A INTERLOCKED SQUARED I �� I /�� ®. j I MAIN BREAKERS (, ) C l fa GFCI CONVENIENCE OUTLET r -, ® 02ffi I. ®8® IN I l i� 12 POSITION TERMINAL BLOCK I I ALCOA I ® ® ®® ,g, • 66 POSITION CAT 5 PUNCH DOWN I • TELCO BOX FURNISHED AND Alcoa Wireless ® ® ®® � BLO I I INSTALLED BY OTHERS Services w- -.. TSJ SERIES Ti SURGE NIIII SUPPRESSION CONDUITS BELOW ■ L 1 3420 FOSTORIA WAY, SUITE MOO "� MULTIPOINT GROUND BAR PLAN Office (((925) CA. - 7 11 6 Fax (925) 327 -0521 THERMOSTATICALLY CONTROLLED NOTE: COOLING FAN WITH TWO 12x12x1 CAS - - ASHRAE MEDIUM GRADE FILTERS WIND STOP WEIGHT: 150 LBS PROD. NO.: I 8' FOR VERIZON SITES I ELEVATION 4' FOR OTHER TELCO SITES THREADED CAPS I DRAWN BY: B.K.U. i h I E 1 I )� I CHECKED BY: R.D.B. I UNISTRUT F , I 4 FOUR - 108" UNISTRUTS 4 "6 GALV. STEEL I (TWO ON EA. SIDE) ; 3' -3° PIPE SUBMITTALS In I I G1 ii �C } I � I . • �U METERBASE/ -4 0 { U cD DISCONNECT 2a" MIN. l _I I — - I I TELCO BOX 1 FURNISHED AND INSTALLED I FIVE - 24" VERTICAL UNISTRUTS In L _ BY OTHERS -J J ARE REQUIRED FOR MOUNTING z 5/22/06 I00% CONSTRUCTION DRAWINGS 0 HOUSINGS TO (TWO REQ.'D FOR I 5/18/06 90% CONSTRUCTION DRAWINGS I 10 /' / M NON-VERIZON SITES) 0 5/17/06 ISSUED FOR REVIEW • 3' --- 33" 4 " x10 ' G ALVANIZED STEEL PIPE / cc THE INFORMATION CONTAINED IN X3 � �6 INSULATED SOLID THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY GROUND WIRE USE OR DISCLOSURE OTHER THAN N i THAT WHICH RELATES TO LCW IS STRIC PROHIBITED. PLAN CONTRACTOR SHALL MOUNT 1 ANN/ /TO UNISTRUT ON H -FRAME GR,AD E.,,,__- _,.__._____ w /(4) i ^' BOLTS & (8) II � 1 -- - -- 4 - • o-. , t ,, - 4. 2'-6^ SEALING WASHERS II I l p� (HARDWARE KIT INCLUDED II I I I I SO • "�"`° PE 2' - WITH PTC) 91 I } i r I LJ • II I I l OREGON - II — T r I I � I 5-14-N 1111 ['my( J I I I I O _ 1 rill a " a METERBASE/ r I iiii 'sl.'_1 ?I I I ?I DISCONNECT ' I I I^ 1 I I I COSTCO • • I I I . I PDX -145 -A � 3 w� - I I I �i_ I I I 1171.4 SW PACIFIC HWY. `" - r b' CADWELD (TYP.) I .I t TIGARD, OR 97223 I I ® ®®® 1 1. 1 . I I WASHINGTON COUNTY L i MOM MOM L I ' MEM •� o - L� / I I I La J SHEET TITLE: • • • / � 2 "0 PVC CONDUIT 2 SOLID TINNED WIRE 4"0 PVC CONDUIT ' - 0 PVC - - - - - — - BONDED TO BURIED GROUND (' POWER/TELCO TO TELCO FACILITIES TO LCW PTC CABINET RING SYSTEM - . ° t (PTC) DETAILS • Q. Q. SHEET NUMBER: BOLT LOCATIONS FOR MOUNTING PTC ON H -FRAME ELEVATION , E -3 POWER/TELCO CABINET (PTC) DETAIL SCALE: NTS I 1 TELCO H -FRAME DETAIL . SCALE: 1/2 " =1' 12 LCW Wireless, LLC • • NEW SERVICE GROUND ELECTRODE FOR dba LCW WIRELESS Cricket LCW - 4 NEW ELEC. AND TELCO H- FRAMES WITH CADWELDED LEADS TO EXISTING BURIED 3995 Fairview Industrial Drive SE GROUND RING Suite 120 _ _ _ _ Salem, OR 97302 Phone: 503 -315 -7833 I - — - x r )� _ n _ � �, _ ,— - - Fax: 503- 318 -7840 ■ • - - - -- L -- _ - - _, - ;.'; • 1 i I i E I t r- I I Y / I ' � I I NEW LCW RADIO EQUIPMENT WITH CADWELDED AI_COA I LEAD TO EXISTING BURIED GROUND RING Alcoa Wireless ' I L _ - — - - — - - — L,, :; " . '- I NEW MASTER GROUND BUS WITH TWO CADWELDED Services : .. - - - - I - :; � I I LEADS TO EXISTING BURIED GROUND RING 3420 FO5TORIA WAY, SUITE A100 I 4 \ SAN RAMON (( CA 94583 I __ 4 I Office (925) 327-0521 6 I I I I , I CAS I I EXISTING BURIED GROUND RING PROD. NO.: 11. glii '' I I ( DRAWN BY: B.K.U. I Kr _� - NEW TOWER - BOTTOM GROUND BAR WITH TWO I ' CADWELDED LEADS TO EXISTING BURIED TOWER I _ - - L I I CHECKED BY R.D.B. ••.,'...�� GROUND RING I I liii n it'' :: :: '.'' 'r' \ • EXISTING BURIED GROUND _.........._.....� _i_ ....- I EX S TIN G BU ED TOWER GROU RING SUBMITTALS • / • H —' x x x I LEGEND: EXISTING EQUIPMENT WITH CADWELDED LEAD - - - EXISTING BURIED GROUND RING 2 5/22/06 100% CONSTRUCTION DRAWINGS TO EXISTING BURIED GROUND RING (TYP.) o EXISTING CAD WELD I 5/18/06 90% CONSTRUCTION DRAWINGS • NEW CAD WELD 0 5/17/06 ISSUED FOR REVIEW NEW BURIED GROUND LEAD THE INFORMATION CONTAINED IN o NEW GROUND BAR THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO LCW IS GROUNDING PLAN SCALE: 1/8 " =1' 1 STRICT . M -`',. ANTENNA SECTOR "1" ANTENNA SECTOR "2" ANTENNA SECTOR "3" � , / ES. ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA 1 REFER TO DWG. GN -3 FOR ADDITIONAL NOT 1 4' 'i COAX GND PIPE COAX GND PIPE COAX GND PIPE 2. ALL WORK IS TO COMPLY WITH ANY LOCAL ORDINANCES, CODES, AND ALL OTHER KIT CABLE SUPPORTS KIT CABLE SUPPORTS KIT CABLE SUPPORTS ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION, AS WELL AS PER LCW � " . SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL PERMITS AND /. # GND r P RELATED FEES. # GND F` F' P 3. GROUNDING WORK SHALL INCLUDE, BUT NOT BE UMITED TO, ALL LABOR MATERIALS OREGON I dor° c f AND EQUIPMENT REQUIRED TO COMPLETE ELECTRICAL, TELEPHONE & LIGHTING PROTECTION GROUNDING SYSTEMS, AS INDICATED ON THE DRAWINGS. r SECTOR GND BAR SECTOR GND BAR SECTOR GND BAR . O T T 4. ALL CONDUCTORS SHALL BE #2 SOUD TINNED BARE COPPER WIRE, UNLESS , /I L J OTHERWISE NOTED. C }� D. B%. } / EXISTING/NEW—GROUND— RING \ 5. THE CONTRACTOR MUST VERIFY THAT NEW GROUNDING SYSTEM RESISTANCE IS BOLTED CONNECTION SECTORS A. B & C &GPS \ EQUAL TO OR LESS THAN FIVE (5) OHMS PER LCW SPECIFICATIONS. DIRECT TO TOWER STEEL ANTENNA BTS CABINET BTS CABINET 6. ALL BELOW GRADE CONNECTIONS SHALL BE EXOTHERMIC TYPE. ALL COMPRESSION COAX GND GND BAR CHASSIS CONNECTIONS SHALL BE (2) HOLE LONG BARREL LUGS HYDRAUUCALLY CRIMPED COSTCO KI I' Ct BLE TWICE AT TWO (2) LOCATIONS. TOWER STEEL PDX -145 -A # GND— I I 7. ALL METALLIC OBJECTS WITHIN SIX (6) FEET OF GROUNDED EQUIPMENT SHALL BE EXISTING #2 GND. LEADS BONDED TO THE GROUNDING SYSTEM. 1744 SW PACIFIC HWY. TO TOWER STEEL) - - 8 . RUN ALL GROUND WIRES IN AN ORGANIZED MANNER, C- TAPPING WHERE POSSIBLE TO TIGARD, OR 97223 ' �� L /J2 GND - FENCE CORNERS REDUCE 'THE NUMBER OF GROUND WIRES. AVOID CROSSING OF WIRES WHEREVER WASHINGTON COUNTY I , 1 (E) 1 TOW?BOTTOM •� MASTER GND BAR © 4., - #2 GND POSSIBLE. POLE I GROUND BAR / PLATFORM 111 TELCO H -FRAME 9. INSTALL ALL GROUND WIRES IN A DOWNWARD SLOPE FOR MAXIMUM LIGHTNING •� MAC SERVICE ELECTRODE PROTECTION. SHEET TITLE: / \ a - #2 GND 10. MAINTAIN ALL MINIMUM BENDING RADII OF THE GROUNDING WIRES. 11. DO NOT REMOVE MORE INSULATION FROM THE GROUND WIRES THAN NECESSARY '1 �� '1 '1 #2 GND WHEN EXOTHERMIC WELDING OR CRIMPING. IF EXCESS INSULATION IS REMOVED THE GROUNDING PLAN • • (E) GND RING CONNECTION WILL BE CONSIDERED UNACCEPTABLE AND WILL BE CORRECTED PER THE AND DETAILS (FIELD LOCATE) 0 0 LCW REPRESENTATIVE'S DIRECTION. STEEL PTC ICE GPS 12. ALL MECHANICAL CONNECTIONS AND SURFACES SHALL BE COATED WITH AN SHEET NUMBER: PLATFORM CABINET BRIDGE/ ANTENNA ANTI- OXIDATION COMPOUND (KOPR- SHIELD OR EQUAL) BEFORE MATING. e & GND H-FRAME 1 rN ACCIC GROUNDING SCHEMATIC SCALE: NTS 12 GENERAL GROUNDING NOTES 13 _ 4 _ LCW Wireless, LLC dba ANDREW COAX GROUND KIT Cricket LCW • I (TYP. EA. ANTENNA) 3995 Fairview Industrial Drive SE ``� �� Suite 120 1l I Alb 1 GROUND LEAD TO COAX Salem, OR 97302 ��UUU Phone: 503 -315 -7833 '..en∎ GROUND LEAD TO ANTENNA Fax: 503 -3I8 -7840 • PIPE MOUND (TYP. EA. PIPE MOUNT) L COAX /JUMPER E + i1 TOWER TOP GROUND BAR (TYP. OF 3 BOLTED TO TOWER WITH NO INSULATED ALCOA STAND -OFF) Alcoa Wireless Services 3420 FOSTORIA WAY, SUITE A100 SAN RAMON CA 94583 Office (925) 327 -7116 Fax (925) 327 -0521 I cns . NO.: - -- I PROD I DRAWN BY: B.K.U. \\___X__ I CHECKED BY: R.D.B. I !'' SUBMITTALS I GPS ANTENNA • . �� 'i Gi i� • 500 W QUARTZ, 120V WORK ' • /// - f / LIGHT 2 5/22/06 100% CONSTRUCTION DRAWINGS � \ I ll GROUND LEAD TO ANDREW COAX GROUND KIT 1 5 /1187 /0066 90% CONST RUCTION DRAWINGS 0 5/17/06 ISSUED FOR REVIEW FENCE CORNERS NEW LCW METERBASE/ GROUND LEAD THE INFORMATION CONTAINED IN �_, SVC. DISCONNECT THIS SET OF DOCUMENTS IS • NEW GENERATOR i PROPRIETARY BY NATURE. ANY .. RECEPTACLE = COAX THA�WHDICHLRELATE� TORCWIS • ' , e STRICTLY PROHIBITED. ' I�I I GROUND BUS ptOCESSIQ t TIMER SWITCH IN INSIDE CMO CABINET NEMA 3R ENCLOSURE C ?r N `� II I O 3,,,r GALVANIZED ANDREW COAX GROUND C� STEEL PIPE \ I NEW LCW PTC (TYP EA. COAX) ICE BRIDGE I I CABIN ' j 18403 o II _" PTC C CABINET GROUND BUS OREGON II ., I A COAX STEEL POST I i ' fl 61499 I low.. TELCO GROUND BUS TOWER BOTTOM GROUND BUS ' O O �p ' o SVC. ENTRANCE GROUND BUS WITH INSULATED STANDOFF '� III �-- ox .. ■ . I .. �EY me I ! ! a a Ill rn 4 I GROUND BUS r IIIIE A J II I I' , • II CADWELD I I I I I I I GROUND LEAD TO PDX -145 -A I II I ' III ' I I I I PLATFORM OR , I I I EXISTING GROUND RING I I I I CONCRETE REBAR 11744 SW PACIFIC HWY. • e - I I AROUND TOWER TIGARD, OR 97223 "I _ I I I I I I I I WASHINGTON COUNTY - --f 7 '- - ` - r - - TF T - - 1 - T (- T- - - -- I - 1 II \___ I I - I I I I L_J L - J I\_ II E I 1 CADWELD TO GROUND RING . : I I. - EXISTING BURIED GROUND RING I I I I E XISTING BURIED GROUND RING II • I_ U - ' II U I I I I I EXTEND AS REQ.'D AROUND II SHEET TITLE: II I I I I I CMO CABINET AND PLATFORM II II I I I I I II GROUNDING ELEVATION II— NEW 3/4 "x8' COPPER CLAD SERVICE I I _ I I I II II ENTRANCE GROUND ELECTRODE I I i — - I I I II I � . . I I II SHEET NUMBER: I I \ / \ / 11 II II II G -2 UTILITY SITE ELEVATION SCALE: NTS 13 ANTENNA LCW Wireless, LLC MOUNTING /,, .`, PIPE (TYPJ dba < /j2 AWG GREEN INSULATED, NEW ANTENNA Cricket LCW STRANDED GROUND WIRE (NP) (1 W/ EXOTHERMIC CONNECTION TO ANTENNA MOUNTING PIPE � 3995 Fairview Industrial Drive SE (TYP. FOR EACH ANTENNA) ' Suite 120 Salem, OR 97302 TYPE NC TYPE HA TYPE SS TYPE PT Phone: 503 -315 -7833 TOWER -TOP GROUND BAR • • Fax: 503-318-7840 a ' (4 "x12" TINNED CU) (TYP.), ♦ . _� ANDREW COAX ` ATTACH TO PLATFORM. i {\ �/ �i GROUND KIT O ✓ � d �l • GROUND KIT FROM `, n �"i 0 o P N i E�� P GROUND BAR (TYPICAL ALL r�mi V I 0 TO - COAX PORT (TYP OF 31 CABLES) ' ° / II ` -- ALCOA \ , \ TYPE GT TYPE GR TYPE VS TYPE XA TYPE CL LUG Alcoa Wireless cip O ` - -�I YP � - GROUNDING CA BLE �S Services j 3420 FOSTORIA WAY, SUITE A100 L SAN RA CA 94583 O 01 �2 BARE TINNED Cu o \ I a Fox j 327-0521 TWO -HOLE STAINLE S ST: L CRIMP - LUG TO ANTENNA PIPE MOUNT ° , , (TYP. FOR EA. ANTENNA) ��. \� EURNDY CAT. N0. 'A6CL 21 8 TYPICAL GROUNDING @ ANTENNAS 12 CAD WELD DETAILS 14 I ° CAS o° °' °° PRO1.N0.: A ° ° I DRAWN BY: B.K.U. I TOWER-TOP GR UND :US GRADE BOLTED DIRECTL TO DW:R STEEL n -�; -nom ; �. mil_ I CHECKED BY: R.D.B. I WITH NO INSULA ED S , N:OFFS Tee r� I��r L j'CUI� -14 Ct0 (TYP. 0= 3) I -11 ll� II`°11 ^ II 11=11'- IIE=1I: NO. 2T, SOFT o I J r I I I - I I II 4_ DRAWN TINNED OTHERMIC SOLID COPPER SUBMITTALS EX p r. EONECTIOC CONDUCTOR °. . I \ - - j " • MONOPOLE TOWER . NO. G0582SB ULTRAWELD #2 AWG. SOLID, CONNECTION WITH 2 5 /zz /o6 IOO9G CONSTRUCTION DRAWINGS TINNED BARE NO. UWM90 COPPER GROUND WELDMETAL. I 5/18/06 9096 CONSTRUCTION DRAWINGS • RING CONDUCTOR 0 5/17/06 ISSUED FOR REVIEW COPPER CLAD NO. 5810, 5/8 x THE INFORMATION CONTAINED IN • GROUND ROD 10' COPPER CLAD THIS SET OF DOCUMENTS IS GROUNDING CABLE EXPOSED BARE COPPER TO BE 5/8" x 10' -0 GROUND ROD PROPRIETARY BY NATURE. ANY KEPT TO ABSOLUTE MINIMUM. NO LONG SPACED USE OR DISCLOSURE OTHER THAN 1/ / I COMPRES O SION LTEERMINALT(TYP )HE MIN. • -O APARTX THAT WHICH RELATES TO LCW IS STRICTLY PROHIBITED. • pQROFQS ( COAX PORT 3/8" x 1 1 TWO HOLE COPPER COMPRESSION HEX BOLT El TWO SHOWN AS BACK TO BACK y or A COAX CONNECTION �‘ A li ANDREW COAX GROUND KIT II \LOCK WASHER (TYP) GROUND ROD DETAIL 15 �� i � Iry FLAT WASHER NUT (TYP) (TYP) FLAT WASHER (TYP) , OREGON GROUND LEAD GROUND BUS 9 5-14-se CADWELD ° SECTION A -A O OH, :' i°D -4 °° NOTES: ° °° � ! 0 ° A #2 SOLID 8" DIA. PVC TEST WELL WITH 1. COAXIAL ANTENNA CABLE GROUNDING AT ANTENNA SHALL BE SIMILAR TINNED � ''' 4 ° *\ AS APPLICABLE. TYPICAL FOR ALL BONDING CONDUCTOR CONNECTIONS COPP R REMOVABLE COVER INSTALLED FLUSH ° o t,,:, o u ° TO GROUND BAR PLATE. GROUND WIR NA 7H FINISH GRADE COSTCO COP I ( TO e GRADE PDX -145 -A N— TOWER- BOTTOM GROUND : . 2. DOUBLING UP' OR 'STACKING' OF CONNECTIONS IS NOT PERMITTED. - _ ._ • ' _ BOLTED WITH INSULATE) S AN. -OFFS OXIDE- INHIBITING JOINT COMPOUND TO BE USED ON ALL EXTERIOR '4110114§t .' "' � " " 1171.4 SW PACIFIC HWY. CONNECTIONS n ° 17 � g II r - IL r -Ig 4" I I l r f nll r Tiffin -il I-III TIGARD. OR 97223 I • Ti I _ I r r , I J I_ _ -ITi_I u WASHINGTON COUNTY -' 3. PROVIDE ANDREW 36" GROUNDING CABLE REQUIRING FIELD - - — - '. fir ___ —_ _ ATTACHABLE CRIMP ON LUG. DO NOT USE THE LUGS PROVIDED WI TH IE p G THE GROUNDING KIT. PROVIDE TWO HOL LUGS AS SH I N COAXIAL NOTCH SIDES OF SLEEVE TO / Y EXOTHERMIC CONNECTION SHEET TITLE: O U P I ANTENNA CABLE GROUNDING AND GROUND BAR PLATE CONNECTIONS ALLOW ENTRANCE /EXIT OF ill TO / DETAIL. AT ANTENNA. PROVIDE CRIMP TYPE 'C' TAP FOR CONNECTION GROUND WIRE G TO GROUND CONDUCTOR. GROUNDING CABLE SHALL BE FIELD CUT TO - {,, lb,` 24" OF CRUSHED GRAVEL BELOW GROUNDING DETAILS . SHORTEST LENGTH POSSIBLE. g Li � I CONNECTION - CONNECTION SHALL ; REMAIN VISIBLE FOR INSPECTION 0 4. USE TWO HOLE LUGS ONLY. DO NOT ATTACH TO GROUND BAR BACK TO COPPER CLAD GROUND ROD A G 0 � iF110G BACK. (� 5/8"- x 10' -0" LONG SHEET NUMBER: V G -3 TYPICAL GROUNDING @ ANTENNAS I 1 COAX & GROUND BAR CONNECTIONS 13 GROUND TEST WELL DETAIL EXIISTNG T WELLS WITH 1 6 GENERAL REQUIREMENTS: SITE WORK AND DRAINAGE C Unless otherwise instructed by Cricket, remove trees, brush and debris from the Earthwork, Excavation, and Grading property to an authorized disposal location. LCW Wireless, LLC . 1. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations, D. Prior to placement of fill or base materials, roll the soil dba and lawful orders of any public authority, municipal and utility company specifications, and Part 1 - General E. Where unstable soil conditions are encountered, line the grubbed areas with stabilizer Cricket LCW • I) local and state jurisdictional codes bearing on the performance of the work The work mat prior to placement of fill or base material. performed on the project and the materials installed shall be in strict accordance with all 1.01 Work Included: Refer to survey and site plan for work included. 3995 Fairview Industrial Drive SE applicable codes, regulations, and ordinances. 3.03 Installation Suite 120 1.02 Related Work A. The site and turnaround areas shall be at the sub -base course elevation prior to forming Salem, OR 97302 2. The Architect/Engineer has made every effort to set forth in the construction and contract A. Construction of equipment foundations foundations. Grade or fill the site and access road as required to produce even distribution of Phone: 503- 315 -7833 documents the complete scope of work. The contractor bidding the job is nevertheless cautioned B. Installation of antenna system spoils resulting from foundation excavations. The resulting grade shall correspond with said Fax: 503 -318 -7840 that minor omissions or errors in the drawings and or specifications shall not excuse said sub -base course. Elevations are to be calculated from finished grades or slopes indicated contractor form completing the project and improvements in accordance with the intent of these 1.03 Descriptions B. Clear excess spoils, if any, from job site and do not spread beyond the limits of Cricket • documents. A. Access Road, turnaround areas, and sites are constructed to provide a well drained, lease property unless authorized by project manager. ti, easily maintained, even surface for material and equipment deliveries and maintenance C. The access road shall be brought to base course elevation prior to foundation 3. The contractor or bidder shall bear the responsibility of notifying (in writing) Cricket's personnel access. construction. representative of any conflicts, errors, or emissions prior to the submission of contractor's D. Do not create depressions where water may pond proposal or performance of work. 1.04 Quality Assurance E. The contract includes all necessary grading, banking, ditching and complete surface A. Apply soil sterilizer in accordance with manufacturer's recommendation (use as course for access road. All roads or routes utilized for access to public thoroughfare is included Alcoa Wireless 4. The scope of work shall include furnishing all materials, equipment, labor and all other needed). in scope of work unless otherwise indicated. Services materials and labor deemed necessary to complete the work/project as described therein. B. Vegetation landscaping, if included within the contract, will be placed and maintained F. When improving an existing access road, grade the existing road to remove any organic 3420 FOSTOR IA WAY SURE A100 as recommended by nursery industry standards. matter and smooth the surface before placing fill or stone. SAN RANON G(. 84583 Office (92) 327 -7116 5. The contractor shall visit the job site prior to the submission of bids or performing work to G. Place fill or stone in 3" maximum lifts and compact before placing next life. Fax (925) 327 -0521 familiarize himself with the field conditions and to verify that the project can be constructed in 1.05. Sequencing H. The finish grade, including top surface course, shall extend a minimum of 12" beyond accordance with the contract. A. Contractor is responsible for layout and construction staking. the site fence and shall cover the area as indicated. I CAS NO: B. Grub the complete road and site area prior to foundation construction or placement of I. Riprap shall be applied to the side slopes of all fenced areas, parking areas and to all 6. The contractor shall obtain authorization to proceed with construction prior to starting work backfill or sub -base material. other slopes greater than 2:1. I DRAWN BY: B.K.U. I on any item not clearly defined by the construction drawings /contract. C. Construct temporary construction zone along access drive. J. Riprap shall be applied to the sides of ditches or drainage swales as indicated on plans. D. The site area will be brought to sub -base course elevation and the access road to base K. Riprap entire ditch for 6' -O" in all directions at culvert openings. I CHECKED BY: R.D.B. I 7. The contractor shall install all equipment and materials according to the • course elevation prior to forming foundations. L. Seed, fertilizer and straw cover shall be applied to all other disturbed areas and ditches, manufacturer's /vendor's specifications unless otherwise or where local codes or ordinances take E. Apply soil sterilizer prior to placing base materials. drainage, swales, not otherwise rip- rapped. SUBMITTALS precedence. F. If required, grade, seed fertilize and mulch disturbed areas immediately after bringing M. Under no circumstances shall ditches, swales or culverts be placed so they direct water the site and access road to base elevation. Water to ensure growth. towards, or permit standing water immediately adjacent to, site. If owner designated or design 8. The contractor shall maintain a full set of construction documents at the site, updated with G. Remove excess gravel from temporary construction zone. elevations conflict with the guidance, advise the owner immediately. the latest revisions and addendums or clarifications available for the use of all personnel H. After applications of final surfaces, apply soil sterilizer to the stone surfaces. N. If a ditch lies with slopes greater than ten percent, mound diversionary headwalls in involved with the project. the ditch for 6' -0" above the culvert entrance. • . • 1.06 Submittals O. Seed and fertilizer shall be applied to surface conditions which will encourage rooting. 2 5/22/06 100% CONSTRUCTION DRAWINGS 9. The contractor shall supervise and direct the project described herein. The contractor shall be A. Before construction Rake areas to be seeded to even the surface and to loosen the soil. 1 5/18/06 90% CONSTRUCTION DRAWINGS ' solely responsible for all construction means, methods, techniques, sequences, and procedures, 1. If landscaping is applicable to the contract submit two copies of the landscaping P. Sow seed in two directions in twice the quantity recommended by the seed producer. 0 5n7/06 SSUED FOR REVIEW • and for coordinating all portions of the work under the contract. plan under nursery letterhead. If a landscape allowance is included in the contract, provide an Q. It is the contractor's responsibility to ensure growth of seeded and landscaped areas by THE INFORMATION CONTAINED IN r itemized listing of proposed costs under nursery letterhead (refer to site plan for landscaping watering up to the point of release from the contract. Continue to rework bare areas until THIS SET OF DOCUMENTS IS „ 10. The contractor shall be responsible for obtaining all permits and inspections which may be requirement). complete coverage is obtained. PROPRIETARY BY NATURE. ANY required for the work by the architect/engineer, the State, County or local government 2. Submit for approval 1/2 cubic foot of the proposed surface course material. USE OR DISCLO . , OTHER THAN req Y ^Sth Y g PP P P° THAT W t 'N • LCW IS • authority. 3. Landscaping warranty statement, if required. 3.04 Field Quality Control a ,. i. ;qv i i Part 2 - Products A. Compaction shall be 90% maximum density in accordance with ASTM D -1557 for site , \ �, ` = 11. The contractor shall make necessary provisions to protect existing improvements, work and 95% maximum density under slab areas. Areas of settlement will be excavated and CO y easements, paving , curbing, etc. during construction. Upon completion of work, the contractor 2.01 Materials refilled at contractor's expense. • ; I • r PE shall repair any damage that may have occurred due to construction on or about the property. A. Road and site materials: fill material shall be acceptable. Select till shall be in accordance with local Department of Highway and public transportation standard specifications. 3.05 Protection /-- 12. The contractor shall keep the general work area clean and hazard free during construction B. Soil sterilizer shall be EPA registered, of liquid composition and of pre -emergence A. Protect seeded areas from erosion by spreading straw to a uniform loose depth of 1" - OREGON 1 and dispose of all dirt, debris and rubbish, and remove equipment not specified as remaining on design. 2'. Stake and tie down as required. Use of erosion control mesh or mulch net shall be an 6-14.96 ■ the property. Premises shall be left in clean condition and free from plain spots, dust or smudges C. Soil stabilizer fabric shall be Mirati or equal - 500 at access road and soak at acceptable alternative. 'Q . of any kind. compound. B. All trees placed in conjunction with a landscape contract shall be wrapped, tied with P. '# p. 12.5)• V ` g D. Gravel fill: Well graded, hard, durable natural sand and gravel, free from ice and snow, hose protected wire and secured to stakes extending 2' -0" into the ground on tour sides of the � D. BON 13. The contractor shall comply with all pertinent sections of the applicable building codes and roots, sod rubbish, and other deleterious or organic matter. Material shall conform to the tree. , all OSHA requirements as they apply to this project. following gradation requirements. C. All exposed areas shall be protected against washouts and soil erosion. Straw bales shall be placed at the inlet approach to all new or existing culverts. 14. The contractor shall notify Cricket's representative where a conflict occurs on any of the U.S. Sieve No. % Passing by Weight contract documents. The contractor is not to order material or construct any portion of the work 4" 100 Chain Link Fence COSTCO that is in conflict until conflict is resolved by Cricket's representative. 1/2" 50 - 85 PDX -145 -A #4 40 - 75 Part 1- General 15. The contractor shall verify all dimensions. elevations, property lines, etc. on the job. #10 30 - 60 11744 SW PACIFIC HWY. #40 10 - 30 4.01 Sequencing TIGARD, OR 97223 • `, 16. The contractor shall notify the RF Engineer for antenna azimuth verification (during antenna #100 5 - 20 A. If the site area has been brought up to surface course elevation prior to fence WASHINGTON COUNTY installation) prior to coordinating site sweeping. #200 0 - 8 construction, fence post excavation spoils must be controlled to preclude contamination of said surface course. L 17. The contractor shall submit, at the end of the project, a complete set of as -built drawings to Gravel fill to be placed in lifts of 9" maximum thickness and compacted to 95% density. SHEET TITLE: Cricket's project manager. The contractor must provide close -out documents at the final 4.02 Applicable Standards inspection walk before payments will be made. 2.02 Equipment ASTM -Al20 Specification for pipe, steel black and hot - dipped zinc coated (galvanized) GENERAL NOTES . A. Compaction shall be accomplished by mechanical means. Larger areas shall be welded and seamless for ordinary uses. SHEET 1 compacted by sheeps foot, vibratory or rubber tied rollers weighing at least five tons. Smaller ASTM -Al23 Zinc (hot-dip galvanized) coating on iron and steel products. • areas shall be compacted by power - driver, hand held tampers. ASTM -A525 Standard specification for steel sheet zinc coated (galvanized by the hot-dipped SHEET NUMBER: B. Prior to other excavation and construction efforts grub organic material to a minimum process. A of 6" below original ground level. Federal Specification RR -F- 191 - Fencing, wire and post metal (and gates, chain link fence fabric GN- 1 1 and accessories). • Part 2- Products grade, equipment pads, and guardpost foundations. 3. All other concrete not specified -design compressive strength at 28 days of 3,000 psi. 4. Concrete specification for monopole or tower foundation shall L Wireless conform to Wireless, LLC 4.03 Fence Materials 1.02 Related Work manufacturer's recommendations. dba A. All fabric, wire, rails, poles, hardware and other steel materials shall be hot - dipped A. Coordinate under slab conduits. C. Use accelerating admixtures in cold weather only when approved by the engineer. Use Cricket LCW • `j galvanized. B. Coordinate with Grounding. of admixtures will not relax cold weather placement requirements. B. Fabric shall be 8' -0" high x 2" chain link mesh of No. 9 gauge (0.148) wire. The fabric D. Use set- retarding admixtures during hot weather only when approved by the engineer. 3995 Fairview Industrial Drive SE shall have a twisted and barbed finish for the top edges and a knuckled finish for the bottom 1.03 Applicable Standards E. Add air entraining agent to concrete mix for concrete work subject to or exposed to Suite 120 edges. Fabric shall conform to the specifications of ASTM A -392 class 1. A. ACI -301 - Specifications for structural concrete buildings. exterior. Salem, OR 97302 C. Barbed wire shall be double -strand, 12 gauge twisted wire, with 14 gauge 4 point round B. ACI 347 - Guide to formwork for concrete. Phone: 503-315-7833 barbs spaced at 5" O.C. C. ASTM C33- Concrete aggregates. Part 3- Execution Fax: 503- 318 -7840 D. All posts shall be Schedule 20 galvanized steel pipe and shall be Type 1 ASTM A -123 D. ASTM C94 - Ready -mixed concrete. and of the following diameter (OD per fence industry standards). E. ASTM C150 -Portland cement. 3.01 Inspection • Line 2 -3/8" F. ASTM C260 - Air - entraining admixtures for concrete. The contractor shall verify anchors, seats, penetrations, plates, reinforcement, and other items to Corner 3" G. ASTM C309 - Liquid membrane forming compounds for curing concrete. be cast into concrete are accurately placed, held securely, and shall not cause hardship in Gate 3" H. ASTM C494 -Chemical admixtures for concrete. placing concrete. Ea E. Extend gate and corner posts 12 ", including dome cap, to provide for attachment of I. ASTM A615 - Steel welded wire fabric for concrete reinforcement. ALCOA barbed wire. J. ASTM A185 - Steel welded wire fabric for concrete reinforcement. 3.02 Preparation F. All top and braced rail shall be 1 -5/8" diameter Schedule 20 mechanical- service pipe. A. The contractor shall prepare previously placed concrete by cleaning with steel brush Alcoa Wireless Frames shall have welded corners. 1.04 Quality Assurance and applying bonding agent. Apply bonding agent in accordance with manufacturer's Services G. Gate frames shall have a full- height vertical brace and a full -width horizontal brace, Concrete materials and operations shall be tested and inspected by the engineer. instructions. 3420 FOSTORIA WAY SUITE A100 secured in place by use of gate brace clamps. SAN RA11ON GL 84563 Office (92 ) 327 -7116 H. Gate hinges shall be Merchants Metal model 64386 hinge adapter with model 6409, 188 1.05 Tests 3.03 Placing Concrete Fax (925) 327 -0521 degree attachment, or equal. Concrete materials and operations shall be tested and inspected by the engineer as the work A. The engineer shall be notified not less than 24 hours in advance of concrete placement. I. The guide (latch assembly) shall be tamper proof. progresses. Failure to detect any defective work or material shall not in any way prevent later Unless inspection is waived in each case, placing of concrete shall be performed only in the I CAS PROJ. NO.: - J. Latches, stops, and keepers shall be provided for all gates. material rejection when such defect is discovered, nor shall obligate the engineer for final presence of the engineer. K. All stops shall have a full- height plunger bar with dome cap. acceptance. Concrete shall not be placed until all formwork, embedded parts, steel reinforcement, I DRAWN BY: B.K.U. I L. Double gates shall have a full- height plunger bar with dome cap. A. Five concrete test cylinders shall be taken of the tower and pier foundation. Two shall foundation surfaces, and joints involved in the placing have been approved, and until facilities M. A No. 7 gauge zinc coated tension wire shall be used at the bottom of the facric, be tested at three (3) days, two at twenty-eight (28) days. The fifth cylinder shall be kept acceptable to the Cricket representative have been provided and made ready for I CHECKED BY: R.D.B. I terminated with band clips at corner and gate post. separately, if required to be used in the future. accomplishment of the work as specified. Concrete may not be ordered for placement until all N. A 6" x 1/2" eye -bolt to hold tension wire will be placed at line posts. B. One additional test cylinder shall be taken during cold weather and cured on site under items have been approved and Cricket has performed a final inspection and given approval to SUBMITTALS O. Stretcher bars shall be 3/16" x 3/4" or have equivalent cross sectional area. same conditions as concrete it represents. start placement testing. P. All corner, gate and end panels shall have a 3/8" truss rod with turnbuckles and be C. One slump test shall be taken for each set of test cylinders taken. B. Placement of concrete shall be in accordance with ACI 301. . braced with one 1 -5/8" horizontal compression member, security attached with iron fittings. C. The contractor shall ensure that reinforcement, inserts, embedded parts, formed joints, R. Provide other hardware including but not limited to tie clips, band clips and tension Part 2- Product and vapor bathers are not disturbed during concrete placement. band clips. S. Barbed wire gate guards shall be fitted with dome daps. 2.01 Concrete Materials 3.04 Surface Finishes 2 5/22/o6 100% CONSTRUCTION DRAWINGS T. Barbed wire support arms shall be cast iron with set bolt and lock wire in the arm. Concrete shall be composed of Portland Cement, water, fine and coarse aggregates, and A. Surfaces against which backfill or concrete shall be placed require no treatment except I 5/18/06 90% CONSTRUCTION DRAWINGS U. All caps shall be cast steel. admixtures as specified below. All well mixed and brought to proper consistency. repair of defective areas. 0 5/17/06 SSUED FOR REVIEW • V. If specified on drawings, install redwood slatting in between all fabric wire - full A. Cement: Cement shall be Type II, gray color, low- alkali Portland cement conforming to B. Surfaces that will be permanently exposed shall present a uniform finish provided by t. ASTM C150. the removal of fins and the filling of holes and other irregularities with ack rout, or by THE INFORMATION CONTAINED IN height. �8 dry pack g Y THIS SET OF DOCUMENTS IS B. Fine and coarse aggregates: Aggregates for use in concrete shall comply with ASTM sacking with utility or ordinary grout. PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN Part 3- Execution C33. C. Surfaces that would normally be level and which will be permanently exposed to the THAT WHICH RELATES TO LCW IS V C. Water: Water for mixing and curing concrete shall be free from sewage, oil, acid, alkali, weather shall be sloped for drainage. Unless engineer's design drawing specifies a horizontal STRICTL -- OHIBITED. and slats, and shall be free from objectionable quantities of silt and other deleterious substances. surface, surfaces such as stair treads, walls, curbs, and parapets shall be sloped approximately ' 1 PAY//p 3.01 Inspection: Excavate post holes per construction document. Confirm proper depth and 1/4 per foot. k T ,, "Y*t,� diameter of post hole excavations. 2.02 Admixtures D. Surfaces that will be covered by backfill or concrete shall be smooth screened. A Nv ' � A. Air entrainment Air entraining agent shall conform to ASTM C280. The admixture E Exposed slab surfaces shall be consolidated, screened, floated, and steel troweled. Hand 18403 PE 3.02 Installation shall be added as P P art of the computed mixin g requirements. Agents P water re uirements. A nts reP ared in solution or power-driven equipment ower -driven a ui ment ma Y floating. Floating be used for floatin . Floatin shall be started as soon as the 'et.- A. Post foundations shall have a minimum 6" concrete cover under post. shall be maintained at a uniform strength and shall be batch by means of reliable mechanical screened surface has attained stiffness to permit finishing operations. Floating shall be 1 B. All fence posts shall be vertically plumb within 1/4" in 8' -0 ". dispensers. continued the minimum time required to produce a surface uniform in texture and free from , OREGON n C. At corner posts, gate post and sides of gate frame, fabric shall be attached with stretcher B. Chemical admixtures: ASTM 494, Type A Water reducing and retarding. screened marks or other imperfections. The final finish shall be produced by use of steel- bladed ,9 and tension band clips at l' -3" intervals. finishing trowels. Steel troweling shall commence only after the surfaces to be finished have n *A 12 ,, D. At line posts, fabric shall be attached with band clips at 1' -3" intervals. 2.03 Curing Compound: ASTM C309, Type 1, Class B; translucent. been brought to correct elevation and all surface imperfections corrected, and shall be continued 41 E. Attach fabric to brace rails, tension wire and truss rods with tie clips at 2' -0" intervals. only until the surface is smooth and uniform in texture and appearance. If free water is brought D, BU RP su F. A maximum gap of 1" will be permitted between the chain link fabric and the final 2.04 Accessories to the surface during the finishing operations, it shall be removed by sponging. Finishing shall grade. A. Nonshrink grout: Premixed compound consisting of nonmetallic aggregate, cement, be timed and performed so that extra water need not be applied to the surface being troweled. G. Gates shall be installed so locks are accessible from both sides. water reducing and plasticizing agents; capable of developing minimum compressive strength COSTCO H. Gate hinge bolts shall have their threads peened or welded to prevent unauthorized of 7,000 psi in 28 days. 3.05 Patching PDX -145 -A removal. B. Joint fillers bituminous type, ASTM D1751 or non - bituminous type, ASTM D1752. The contractor shall notify the engineer immediately upon removal of the forms to observe C. Anchor bolts: ASTM A307, unprimed. concrete surface conditions. Imperfections shall be patched according to the engineer's 11744 SW PACIFIC HWY. TIGARD, OR 97223 ,• 3.03 Protection: Upon completion of erection, inspect fence material and paint field cuts or direction. WASHINGTON COUNTY galvanizing breaks with zinc -based paint color to match the galvanizing process. 2.05 Concrete Mix A. Concrete shall be proportioned for workability, maximum density, strength, and 3.06 Defective Concrete y CONCRETE durability requirements in accordance with ACI 301, the 28 -day design compressive strength of The contractor shall notify or replace concrete not conforming to required levels and lines, SHEET TITLE: - concrete shall be as specified on the drawings. Concrete furnished may be a commercial ready- details, and elevations as specified in ACI 301. Cast -in -Place Concrete mix provided that delivery to the placing location is satisfactorily established as occurring not GENERAL NOTES . later than 45 minutes after addition of water to the mix. Slump of delivered concrete shall not 3.07 Protection SHEET 2 ' Part 1- General exceed 5 ". A. Immediately after placement, the contractor shall protect the concrete from premature B. The following strengths shall be used: drying, excessively hot or cold temperatures, and mechanical injury. Finished work shall be SHEET NUMBER: 1.01 Description 1. Fence posts foundations - design compressive strength at 28 days of 2,000 psi. protected. II• Work includes construction of cast -in -place concrete foundations including furnishing and 2. Equipment foundations - design compressive strength at 28 days of 2,900 psi. B. Concrete shall be maintained with minimal moisture loss at relatively constant GN -2 installing ready -mix concrete, reinforcing, formwork, and accessory materials as shown on the temperature for period necessary for hydration of cement and hardening of concrete. I drawings. Cast -in -place concrete includes all site concrete, including foundations, slabs on C. All concrete shall be water cured by continuous (not periodic) fine mist spraying or C. Temporary bracing, guying, and support shall be provided to keep the structure set C. Materials: All similar materials and equipment shall be the product of the same sprinkling all exposed surfaces. Water shall be clean and free from acid, alkali, slats, oil, and aligned at all times during construction, and to prevent danger to persons and property. manufacturer where no specific material apparatus or appliance is mentioned. Manufacturer LCW Wireless, LLC sediment, or organic matter. Successful curing shall be assured by use of an ample water supply Check all temporary loads and stay within safe capacity of all building components. may be used providing it conforms to the contract requirements and meets the approval of the dba under pressure in pipes, with all necessary appliances of hose, sprinklers, and spraying devices. owner. Material and equipment shall be the standard products of manufacturer's regularly Cricket LCW • I SPECIAL CONSTRUCTION - ANTENNA INSTALLATION engaged in the productions of such material and shall be the manufacturer's current in standard METALS and design. 3995 Fairview Industrial Drive SE Part 1 -General D. Execution: Fabrication, erection, and installation of the complete electrical system shall Suite I20 • Part 1- General be done in a first class workmanlike manner by qualified personnel experienced in such work, Salem, OR 97302 1.01 Work Included and shall proceed in an orderly manner so as not to hold up progress of the project. Phone: 503- 315 -7833 1.01 Work Included A. Antennas and coaxial cables are furnished by Cricket under separate contract. The E. Performance tests: Thoroughly test feeders, equipment, and all circuits for proper Fax: 503 -318 -7840 A. The work consists of the fabrication and installation of all materials to be furnished, contractor shall assist antenna installation contractor in terms of coordination and site access. operating condition and freedom from grounds and short circuits before acceptance is and without limiting the generality thereof, includes all equipment, labor and services required Erection subcontractor shall be responsible for the property. requested. All equipment, appliances, and devices shall be operated under load conditions. . for all structural steel work including all items incidental thereto as specified herein and as B. Install antennas as indicated on drawings and Cricket Corn. Specifications. F. As -built drawings: During process of the work, maintain an accurate record of the shown on the drawings. Including: C. Install galvanized steel antenna mounts as indicated on drawings. installation of the system, locating each circuit precisely by dimension. Upon completion of the 1. Steel framing including beams, angles, channels and plates. D. Install furnished galvanized steel or aluminum waveguide as indicated on drawings. installation, transfer all record data to blue line prints of the original drawings. 1213 2. Welding and bolting of attachments. E. Contractor shall provide four (4) sets of sweet tests under Hewlett- Packard 8713B RF ALCOA Scalar Network Analyzer. Submit frequency domain reflectometer (FDR) test results to the Raceways, Boxes, and Fittings 1.02 Reference Standards project manager. Testing shall be performed by an independent testing service and be bound Alcoa Wireless A. The work shall conform to the codes and standards of the following agencies as further and submitted within one week of work completion. A. Conduits, electrical metallic tubing (met): Mild steel zinc coated on the outside and Services sited herein: F. Install coaxial cables and terminations between antennas and equipment per either zinc coated or coated with an approved corrosion resistant coating on the inside. 3420 FOSfORIA WAY SUITE A100 1. ASTM: American Society for Testing and Materials, 196 Race Street, Philadelphia, manufacturer's recommendations. Weatherproof all connectors between the antenna and Maximum, Size 2 electrical trade size unless noted on the drawings or specifically approved for SAN RAMON Cit 945113 Office (92.5) 327 -7116 PA 19103, USA, as published in "Compilation of ASTM Standards in Building Codes." equipment per manufacturer's requirements. Terminate all coaxial cable three (3) feet in excess equipment connections. Sizes not noted on drawings shall be as required by NEC. Fax (925} 327 -0521 2. AWS: American Welding Society, 201 NW 7th Street, Miami, FL 33125, USA, as of entry port location unless otherwise stated. B. Conduit fittings: Connectors and couplings: EMT couplings and connectors either steel published in "Code for Standard Practice for Steel Buildings and Bridges: Specifications for the G. Antenna and Coaxial cable grounding. or malleable iron only. Concrete tight or rain tight and either the gland and ring compression I CAS -- PROJ. NO.: Design, Fabrication and Erection of Structural Steel for Buildings." 1. All exterior #6 green ground wire daisy chain connections are to be weather sealed type or the stainless steel multiple locking type, connectors to have insulated throats. EMT with Andrews connector /splice weatherproofing kit Type 3221213, or equivalent. fittings using set screws or indentations as a means of attachment are not to be permitted. I DRAWN BY: B.K.U. I Part 2- Products 2. All coaxial cable grounding kits are to be installed on straight runs of coaxial cable Bushings: Insulated type, designed to prevent abrasion of wires without impairing the not within bends). continuity of the conduit, IMC and rigid aluminum conduit. I CHECKED BY R.D.B. 2.01 Materials C. Conduit installations: Conduits systems, EMT, or rigid nonmetallic conduit unless A. Structural Steel: Shall comply with the requirements of ASTM A36 and A50 for 1.02 Related Work noted. Conduit installation Install concealed conduit and EMT in as direct lines as possible. SUBMITTALS structural steel. Furnish the following work as specified under construction documents, but coordinate with Install exposed conduits and EMT parallel to or at right angles to the lines of the building. Right other trades prior to bid: angle bends in exposed conduit and EMT runs shall be made with standard elbows, screw 2.02 Welding • 1. Flashing of opening into outside walls. jointed conduit fittings, or conduit bent to radius no less than those of standard elbows. A. All welding shall be done by certified welders. Certification documents shall be made 2. Sealing and caulking all openings. D. Conduit supports: Provide supports for horizontal conduits and EMT not more than available for engineer's and/or owner's review if requested. 3. Painting. eight (8) feet apart with not less than two elbows or bends including runs above suspended • . • • B. Welding electrodes for manual shielded metal arc welding shall conform to ASTM 1- 4. Cutting and patching. ceilings and within 3 feet of all function boxes, switches, fittings, etc. Install one hold pipe 2 5/22/06 T00% CONSTRUCTION DRAWINGS 233, E70 Series. Bare electrodes and granular flux used in the submerged arc process shall straps on conduits 1 inch or smaller install individual pipe hangers for conduits larger than 1 I 5/18/06 90% CONSTRUCTION DRAWINGS conform to AISC specifications. 1.03 Requirements of Regulator Agencies ' inch Spring steel fasteners with hanger rods may be used in dry locations in lieu of pipe straps. 0 5/17/06 SSUED FOR REVIEW C. Field welding shall be done as per AWSD 1.1 requirements. Visual inspection is A. Furnish U.L. listed equipment where such label is available. Install in conformance acceptable. with U.L. standards where applicable. Conductors THE INFORMATION CONTAINED IN acce � PP THIS SET OF DOCUMENTS IS D. Stud welding shall be accomplished by capacitor discharge (CD) welding technique B. Install antenna, antenna cables, and grounding system in accordance with drawings A. Wires and cables (600 volts): Conform to the applicable U.L. and IPCEA standards for PROPRIETARY BY NATURE. ANY USE THAN using Midwest fasteners, Inc. CD100 capacitor discharge stud welder or equal. and specifications in effect at project location and recommendations of state and local building the use intended. Copper conductors with 600 volts insulation unless otherwise specified or THAT WH ISCLOSURE TO LCW IS • codes having jurisdiction over specific portions of work. This work includes, but is not limited noted on the drawings. Use of aluminum conductors will•not be permitted. Insulation shall be STRICTLY PROHIBITED. 2.2 Provide stud fasteners of materials and sizes shown on drawings or as recommended by the to, the following: ! type THHN/THWN insulation 75° C for all conductors, otherwise specified conductors color- properly r.� Q�B� "`"�4( 1 manufacturer for structural loadings required. 1. ELA - Electronic Industries Association RS -2. Structural Standards for Steel coded in accordance with NEC. Connect all conductors of the same phase conductor; color .t ' V� • � 2.3 Follow manufacturer's specifications and instructions to P Supporting Structures. coding green for all ro rl select and install stud Antenna Towers and Antenna Su rt' shall be A- black, B -red, N- white, with en conductors. • 1. ' ground S. y v welds. 2. FAA - Federal Aviation Administration Circular AC 70- 7480 -IH. Construction B. Connectors and lugs: For copper conductors No. 6 and smaller: 3M Scotch -Lok or r pc Marking and Lighting. I T &B Sta -Kon compression or intent type connectors with integral or separate insulating caps. 2.03 Bolting 3. FCC - Federal Communication Commission rules and regulations Form 715, For copper conductors larger than No. 6 solderless, indent hex screw or bolt type pressure A. Bolts shall be 3/4" (minimum) conforming to ASTM A325, hot dip galvanized or Obstruction marking and Lighting Specification for Antenna Structures. conductors, properly taped or insulated. OREGON ASTM A153. Nuts shall be heavy hex type. 4. AISC - American Institute of Steel Construction for structural joints using ASTM C. Splices: (480 volts and under): Conductor lengths shall be continuous from 5.14 -06 B. All bolts shall be installed in slip critical connections conforming to AISC method, 1325 or A490 bolts. termination to termination without splices unless approved by the building inspector. '9 conforming to the 1/4 turn method. 5. NEC - National Electric Code on tower lighting kits. D . t2,1 ".0 e..3 6. U.L. - Underwriters Laboratories approved electrical products. Circuit Breakers // 2.04 Fabrication 7. In all cases, Part 77 of the FAA rules and Parts 17 and 22 of the FCC rules are A. Provide molded case, bolt -on, thermal magnetic trip, single -, two- or three -pole branch -' D. B J A. Fabrication of steel shall conform to the AISC and AWS standards and codes. applicable and. in the event of conflict, supersede any other standards or specifications. circuit breakers as shown on drawings. Multiple pole breakers shall be single handle, common 8. Life Safety Code NFPA, latest edition. trip, A/C rating to match existing or as required for available fault currents. 2.05 Finish COSTCO A. Structural steel exposed to weather shall be hot-dip galvanized after fabrication in ELECTRICAL SPECIFICATIONS PDX -145 -A accordance with ASTM Al23. General Properties 11746 SW PACIFIC HWY. 2.06 Protection TIGARD. OR 97223 e A. Upon completion of erection, inspect all galvanized steel and paint any field cuts, A. Requirements: Furnish all labor, materials, service, equipment, and appliances requ WASHINGTON COUNTY x welds, or galvanized breaks with zinc based paint, color to match the galvanizing process. to complete the installation of the complete electrical system in accordance with the specifications and contract drawings. L 3.01 Erection of Steel B. Requirements of regulatory agencies and standards: Installation, material, equipment, SHEET TITLE: A. Provide all erection equipment, bracing, planking, field bolts, nuts, washers, drift pins, and workmanship shall conform to the applicable provisions of the National Electric Code and similar materials which do not form a part of the completed construction but are necessary (NEC), applicable State electric codes, the National Electrical Safety Codes (NESC), and the GENERAL NOTES for its proper erection. terms and conditions of the authorities having lawful jurisdiction pertaining to the work required. SHEET 3 B. Erect and anchor all structural steel in accordance with AISC reference standards All All modifications required by these codes, rules and regulations, and authorities, shall be made work shall be accurately set to established attachments to the construction of the building. by the contractor without additional charge to the Underwriters Laboratories (U.L.): All SHEET NUMBER: materials, appliances, or devices shall conform to the applicable standards of Underwriters Laboratories, Inc. The label of, or listing by, U.L. is required. GN -3 I:,_ I � i 414er& GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT ri i, RECEIVED Y 2 3 006 J� M[o bi1e* MAY 2 CITY OF TIM-ARO BUILDING DIVISION SITE N UMBER: P001373B SITE NAME: GREENBURG G R1� K�T PD)( -145 NEW ANTENNA INSTALLATION BY: cricV t r. ON AN EXISTING 130 FT. MONOPOLE CITY OF TIGARD Approved ............................... [ I Conditionally Approved ............: [ ] See Letter to: Follow ............... . [ ] Attached .............. Permit Number: (1„ '� Address: By: April 28, 2006 2006093.37 MONOPOLE STRUCTURAL ANALYSIS REPORT P001373B GREENBURG Tigard, Oregon Project 2006093.37 New Antenna Installation Existing 130 ft. Monopole For: T- Mobile USA Bellevue, Washington Prepared By: \f( p,EU PRO s Q � G1 N . s ��yq ' ; 18155PE OREGON David B. Granger, P.E. oF 6,03 Q Registered Professional Engin -p B GppNG`', Oregon # 18155PE April 28, 2006 6 i GPD ASSOCIATES ENGINEERS • ARCHITECTS • PLANNERS 520 South Main Street • Suite 2531 •Akron • Ohio • 44311 -1010 • Tel: 330 - 572 -2100 • Fax: 330 - 572 -2101 If TABLE OF CONTENTS DESCRIPTION PAGE NUMBER EXECUTIVE SUMMARY . 1 TOWER DESCRIPTION . . 1 TOWER MATERIALS 2 TOWER LOADING . . 2 ANALYSIS . . 3 CONCLUSIONS AND RECOMMENDATIONS . . 4 DISCLAIMER OF WARRANTIES . . 5 APPENDICES 1. ERI ANALYSIS PRINTOUT 2. TOWER ELEVATION DRAWINGS ti GPD ASSOCIATES PO01373B GREENBURG EXECUTIVE SUMMARY The purpose of this analysis was to verify whether the design for the existing tower is structurally na and coax loads as specified by T- Mobile USA. This report of carrying the new antenna p y ort was p 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 less than the original tower reactions. Therefore, it is our opinion that the foundation will be adequate, if it was properly designed for the original tower reactions. Section Results Monopole %Capacity:. :,; . Result:: - . 62 3 %::.; Pass .. ' 0' = 45.92x: 63 % Pass ; :'::::.Anchor Bolts 61'.0% . Pass ::;Base Plate 53 :8% " Pass Foundation: g % Original Design • Result 67 °/ Tower .Base: : _ :.. .5 a . Pass .:' : ,.::..... . Tower Rating: 67.5% 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), , Anchor Bolts ASTM'A615 (75 KSI Yield :Strength) Base P late ASTM A633. (60 KSI Yield Strength) - .. GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 1 • P001373B 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 An tennas 127.' T- Mobile (12) EMS RR65- 1 - 02DP An -& (12)_ Amplifiers on a 12' LP platform w/ (24) 1-5/8 Internal coax 100' T- Mobile (1) 4'HP Dis [1.' . w/.(t.):1-5/8". internal coax(future) 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 internal coax 1:17' ; Cricket • (6) CSA .PCSS065- 1:9 -2 Antennas on (3) T -arms .w/ (6) 1 -5/8" external coax : - , 100. . � .' (1) 4 HP ' Dish w/ (1) 1-5/8" internal Coax (future) 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 EIATTIA 222 -F standard requirements. GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 2 r • 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. ERI Tower (Version v3.0.0.16), 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 are for a fastest wind speed of 80 mph with %" 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. (ANALYSIS FASTEST WIND SPEED: 80 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 that the seismic loads do not control the maximum loading on the structure. The wind loading case will control. G PD 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 'h" of radial ice (with 25% reduction), along with the latest IBC seismic requirement, for the proposed antenna configuration. The foundation reactions, with the proposed loading, were found to be less than the original tower reactions. Therefore, it is our opinion that the foundation will be adequate, if it was properly designed for the original tower reactions. Summary of Findings Monopole Sat Foundation Adequate: Therefore, based on our analysis results, the design for the existing structure is structurally satisfactory for the proposed loading configuration. ti GPD ASSOCIATES STRUCTURAL ANALYSIS REPORT PAGE 4 P0013733 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. •. 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 PO01373B GREENBURG APPENDICES 1. ERI Analysis Printout 2. Tower Elevation Drawings ERI ANALYSIS PRINTOUT • Job Page Tower PO01373B GREENBURG 1 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 ;..::Tower Input Data - 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. � _ , - � ions ' pt ' Consider Moments - Legs . 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 4 Assume Rigid Index Plate 'I Calculate Redundant Bracing Forces Use Moment Magnification d Use Clear Spans For Wind Area Ignore Redundant Members in FEA I/ Use Code Stress Ratios NI Use Clear Spans For lair '1 SR Leg Bolts Resist Compression NI Use Code Safety Factors - Guys II Retension Guys To Initial Tension 4 All Leg Panels Have Same Allowable Escalate Ice •I Bypass Mast Stability Checks Offset Girt At Foundation Always Use Max Kz I Use Azimuth Dish Coefficients 'I Consider Feedline Torque Use Special Wind Profile J Project Wind Area of Appurt. Include Angle Block Shear Check Ni Include Bolts In Member Capacity 'I Autocalc Torque Arm Areas r Poles .1 4 Leg Bolts Are At Top Of Section 4 SR Members Have Cut Ends Include Shear- Torsion Interaction NI Secondary Horizontal Braces Leg Sort Capacity Reports By Component Always Use Sub - Critical Flow Use Diamond Inner Bracing (4 Sided) Ni Triangulate Diamond Inner Bracing Use Top Mounted Sockets Add IBC .6D+W Combination Tapered Pole SectionGeometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius fl ft fl 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 12500 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 Page RiTower PO01373B GREENBURG 2 of 15 - GPD GROUP Project Date 520 SOUTH MAIN ST 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy . _ FAX: 330 -572 -2102 .. Tapered Pole Properties p P Section Tip Dia. Area I r C I/C J It/Q w w/t in in in in in in in in in L1 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 Af Factor Stitch Bolt Stitch Bolt (per face) A, Spacing Spacing • Diagonals Horizontals it ft2 in in in Ll 130.00- 1 1 1 80.92 1.2 80.92 -45.92 1 1 1 L3 45.92 -0.00 1 1 1 - . Monopole Base Plate Data` 1 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 f 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.- Ent As Area Description Face Allow Component Placement Total C,,A4 Weight or Shield Type Number Leg ft ft /ft pf LDF7 -50A (1 -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) Face) 1/2" Ice 0.30 2.33 ' Job Page RiTower PO01373B GREENBURG 3 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy • - FAX:: 330 -572 -2102 Feed Line /Linear Appurtenances Section Areas . 1 Tower Tower Face AR AF C4A4 C4A4 Weight Section Elevation In Face Out Face ft ft ft ft2 ft2 lb LI 130.00 -80.92 A 0.000 0.000 0.000 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 A Section Areas - With Ic Tower Tower Face Ice AR AF C,,A, C Weight Section Elevation or Thickness In Face Out Face ft Leg in ft ft2 ft2 ft2 lb LI 130.00 -80.92 A 0.500 0.000 0.000 0.000 0.000 0.00 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 0.000 0.00 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 0.000 0.00 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 CP CPz CP CP Ice Ice ft in in in in LI 130.00 -80.92 0.1858 0.1072 0.2572 0.1485 L2 80.92 -45.92 0.2374 0.1370 0.3334 0.1925 L3 45.92 -0.00 0.1969 0.1137 0.2817 0.1626 _ . Discrete: Tower Loads • Description Face Offset Offsets: Azimuth Placement C C Weight or Type Hon Adjustment Front Side • Leg Lateral Vert ft ft ft ft 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 4.00 0.0000 127.00 No Ice 5.87 2.75 23.00 • • Job Page .Tower PO01373B GREENBURG 4 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy • _ FAX: 330 -572 -2102 Description Face Offset Offsets: Azimuth Placement C CAAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0 ft ft jt lb n fl Centroid- 0.00 1/2" Ice 6.32 3.23 51.51 Face 0.00 (4) RR65- 19 -00DP A From 4.00 0.0000 127.00 No Ice 5.87 2.75 23.00 Centroid- 0.00 1/2" Ice 6.32 3.23 51.51 Face 0.00 (4) RR65- 19 -00DP C From 4.00 0.0000 127.00 No Ice 5.87 2.75 23.00 Centroid- 0.00 1/2" Ice 6.32 3.23 51.51 Face 0.00 (4) LNA Amplifier B From 4.00 0.0000 127.00 No Ice 0.00 0.35 10.00 Centroid- 0.00 1/2" Ice 0.00 0.43 9.12 Face 0.00 (4) LNA Amplifier A From 4.00 0.0000 127.00 No Ice 0.00 0.35 10.00 Centroid- 0.00 1/2" Ice 0.00 0.43 9.12 Face 0.00 • (4) LNA Amplifier C From 4.00 0.0000 127.00 No Ice 0.00 0.35 10.00 Centroid- 0.00 1/2" Ice 0.00 0.43 9.12 Face 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 Dishe I Description Face Dish Offset Offsets: Azimuth 3 dB Elevation Outside Aperture Weight or Type Type Horz Adjustment Beam Diameter Area Leg Lateral Width Vert ft ft ft f? 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 Tower. Pre s suresr No Ice Gy = 1.690 • Job Page E Tower PO01373B GREENBURG 5 of 15 - GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy • - FAX: 330-572-2102 • • Section z Kz q: AG F AF AR Ai Leg C,44 C4A4 Elevation a % In Out c Face Face ft ft psf ft e ft2 ft2 ft2 ft2 LI 130.00- 103.74 1.387 23 81.472 A 0.000 81.472 81.472 100.00 0.000 7.144 80 B 0.000 81.472 100.00 C 0.000 81.472 100.00 U 80.92 -45.92 62.99 1.203 20 82.859 A 0.000 82.859 82.859 100.00 0.000 6.930 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 7.508 B 0.000 138.716 100.00 C 0.000 138.716 100.00 Towers Pressure =With. Ice ` - Gy = 1.690 • Section z Kz q: tz AG F AF AR Ak Leg C C Elevation a % In Out c Face Face fi ft psf in ft' e 1 ft I ft ft 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 10.753 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 10.430 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 11.299 B 0.000 142.542 100.00 C 0.000 142.542 100.00. Tower Pressure. Service GH = 1.690 Section z Kz q, AG F AF AR Ales Leg C C Elevation a % In Out c Face Face ft ft psf ft e 1t ft ft fi ft LI 130.00- 103.74 1.387 9 81.472 A 0.000 81.472 81.472 100.00 0.000 7.144 80.92 B 0.000 81.472 100.00 C 0.000 81.472 100.00 L2 80.92 -45.92 62.99 1203 8 82.859 A 0.000 82.859 82.859 100.00 0.000 6.930 B 0.000 82.859 100.00 C 0.000 82.859 100.00 L3 45.92 -0.00 22.01 1 6 138.716 A 0.000 138.716 138.716 100.00 0.000 7.508 _ B 0.000 138.716 100.00 C 0.000 138.716 100.00 Tower Forces - No`Ice- Wind Normal To Face Job T Page • E, Tower PO01373B GREENBURG 6 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 ' Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX. 330 -572 -2102 • • Section Add Self F e CF RR DF DR AR F w Ctrl. Elevation Weight Weight a Face c ft lb lb e 1 12 lb Rif LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 3488.83 71.08 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 I 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 3062.47 87.50 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 963.85 7283.95 A 1 1.03 1 1 1 138.716 4183.45 91.11 C B 1 1.03 1 1 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 2953.64 13369.60 OTM 646947.45 10734.75 lb -ft Tower.Force No:Ice:- Wind 60-To..Face Section Add Self F e CF RR DF DR A6 F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ft lb Pf LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 3488.83 71.08 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 3062.47 87.50 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 963.85 7283.95 A 1 1.03 1 1 1 138.716 4183.45 91.11 C B 1 1.03 1 1 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 2953.64 13369.60 OTM 646947.45 10734.75 lb -ft : ;Tower Forces.' - No'.Ice Wind 9030 Face Section Add Self F e CF RR DF DR AR F w Ctrl. Elevation Weight Weight a Face c ft lb lb e ft lb plf LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 3488.83 71.08 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 3062.47 87.50 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 I 82.859 • L3 45.92 -0.00 963.85 7283.95 A 1 1.03 1 1 1 138.716 4183.45 91.11 C B 1 1.03 1 1 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 2953.64 13369.60 OTM 646947.45 10734.75 lb -ft Job Page ERITower PO01373B GREENBURG 7 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 . • . ; Tower.Forces =:With ace =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 pf LI 130.00- 1428.07 2945.04 A 1 1.03 1 1 1 85.562 2841.36 57.89 C 80.92 B 1 1.03 1 1 1 85.562 C 1 1.03 1 1 1 85.562 12 80.92- 1207.84 4401.61 A 1 1.03 1 1 1 85.776 2458.74 70.25 C 45.92 B 1 1.03 I 1 1 85.776 C 1 1.03 1 1 1 85.776 L3 45.92 -0.00 1308.50 8340.54 A 1 1.03 1 1 1 142.542 3298.92 71.85 C B 1 1.03 1 1 1 142.542 C 1 1.03 1 1 1 142.542 Sum Weight: 3944.41 15687.19 OTM 522275.10 8599.03 lb-ft : :'... : : : :Tower:Forces With Ice - VVind 60TO .ace - . 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- 1428.07 2945.04 A 1 1.03 1 1 1 85.562 2841.36 57.89 C 80.92 B 1 1.03 1 1 1 85.562 C 1 1.03 1 1 1 85.562 12 80.92- 1207.84 4401.61 A 1 1.03 1 1 1 85.776 2458.74 70.25 C 45.92 B 1 1.03 1 1 I 85.776 C 1 1.03 1 1 1 85.776 L3 45.92 -0.00 1308.50 8340.54 A 1 1.03 1 1 1 142.542 3298.92 71.85 C B 1 1.03 1 1 1 142.542 C 1 1.03 1 1 1 142.542 Sum Weight: 3944.41 15687.19 OTM 522275.10 8599.03 lb-ft 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 ft lb lb e .ft lb Pf LI 130.00- 1428.07 2945.04 A 1 1.03 1 1 1 85.562 2841.36 57.89 C 80.92 B 1 1.03 1 1 1 85.562 . C I 1.03 1 1 1 85.562 L2 80.92- 1207.84 4401.61 A 1 1.03 1 1 1 85.776 2458.74 70.25 C 45.92 B 1 1.03 1 1 1 85.776 C 1 1.03 1 1 1 85.776 - L3 45.92 -0.00 1308.50 8340.54 A 1 1.03 1 1 1 142.542 3298.92 71.85 C B 1 1.03 1 1 1 142.542 C 1 1.03 1 1 1 142.542 Sum Weight: 3944.41 15687.19 OTM 522275.10 8599.03 lb -ft Job Page • ERITower PO01373B GREENBURG 8 of 15 Project Date GPD GROUP 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 _ I 1041erForces . Servi Wind Normal 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 IF lb plf LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 1362.83 27.77 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 1196.28 34.18 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 963.85 7283.95 A 1 1.03 1 1 1 138.716 1634.16 35.59 C B 1 1.03 1 I I 138.716 C 1 1.03 1 I 1 138.716 Sum Weight: 2953.64 13369.60 OTM 252713.85 4193.26 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 1 lb Pg LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 1362.83 27.77 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 1196.28 34.18 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 963.85 7283.95 A I 1.03 1 1 1 138.716 1634.16 35.59 C B 1 1.03 1 1 1 138.716 C 1 1.03 1 1 1 138.716 Sum Weight: 2953.64 13369.60 OTM 252713.85 4193.26 lb-ft Tower Forces - -- Service Wind 9.0 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 1 lb pf • LI 130.00- 1100.09 2317.55 A 1 1.03 1 1 1 81.472 1362.83 27.77 C 80.92 B 1 1.03 1 1 1 81.472 C 1 1.03 1 1 1 81.472 L2 80.92- 889.70 3768.10 A 1 1.03 1 1 1 82.859 1196.28 34.18 C 45.92 B 1 1.03 1 1 1 82.859 C 1 1.03 1 1 1 82.859 L3 45.92 -0.00 963.85 7283.95 A 1 1.03 1 1 1 138.716 1634.16 35.59 C B 1 1.03 1 1 I 138.716 C 1 1.03 1 1 1 138.716 OTM 252713.85 4193.26 Sum Weight: 2953.64 13369.60 - Job Page E. Tower PO01373B GREENBURG 9 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX 330 -572 -2102 • • Section Add Self F e CF RR D, DR AE F w Ctrl. Elevation Weight Weight a Face c ft lb lb e 1 lb Pf 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-ft lb-ft - lb-ft Leg Weight 13369.60 Bracing Weight ' Total Member Self- Weight 13369.60 " .. 467.53 - 551.34 Total Weight 19223.24 - . " .,',C, : 467.53 - 551.34 Wind 0 deg No Ice 0.00 - 16058.97 - 1288894.90 - 551.34 183.22 . Wind 30 deg - No Ice 7644.41 - 14008.52 - 1126257.86 - 606725.18 191.76 Wind 60 deg - No Ice • 13381.96 - 8446.26 - 685891.15 - 1064620.67 270.84 Wind 90 deg - No Ice 15482.76 5.59 1026.95 - 1232292.57 270.70 Wind 120 deg - No Ice 13484.52 7877.51 629950.92 - 1074876.87 214.25 Wind 150 deg - No Ice 7845.80 13635.57 1089897.64 - 626864.63 75.17 Wind 180 deg - No Ice 0.00 15822.14 1266147.46 - 551.34 - 183.22 Wind 210 deg - No Ice - 7845.80 13635.57 1089897.64 625761.96 - 392.52 Wind 240 deg - No Ice - 13484.52 7877.51 629950.92 1073774.19 - 397.47 Wind 270 deg - No Ice - 15482.76 5.59 1026.95 1231189.90 - 270.70 Wind 300 deg - No Ice - 13381.96 - 8446.26 - 685891.15 1063517.99 -87.62 Wind 330 deg - No Ice , . -7644.41 - 14008.52 - 1126257.86 605622.51 125.59 Member Ice 2317.58 Total Weight Ice 23485.89. ," ' •:` -.; . .. `,•. , . 1114.58 - 1569.93 ' Wind 0 deg - Ice 0.00 - 13099.59 - 1065340.14 - 1569.93 206.65 Wind 30 deg - Ice 6248.80 - 11423.56 - 930360.66 - 504698.10 223.14 Wind 60 deg - Ice 10933.81 - 6875.56 - 564689.86 - 884070.23 275.13 Wind 90 deg - Ice • 12649.19 4.37 1551.86 - 1022985.19 248.22 Wind 120 deg - Ice 11013.98 6431.00 522462.60 - 892086.96 167.47 Wind 150 deg - Ice ; - 6406.22 11132.04 903438.07 -520440.05 22.13 Wind 180 deg - Ice 0.00 12914.47 1049057.94 - 1569.93 - 206.65 Wind 210 deg - Ice - 6406.22 11132.04 903438.07 51730020 - 380.06 Wind 240 deg - Ice . - 11013.98 6431.00 522462.60 888947.11 - 374.12 Wind 270 deg - Ice - 12649.19 4.37 1551.86 1019845.34 -24822 Wind 300 deg - Ice - 10933.81 - 6875.56 - 564689.86 880930.38 -68.48 Wind 330 deg - Ice -6248.80 - 11423.56 - 930360.66 501558.25 134.79 Total Weight 19223.24�, _ 467.53 - 551.34 . Wind 0 deg - Service 0.00 - 6273.03 - 503507.99 0.00 71.57 Wind 30 deg - Service 2986.10 - 5472.08 - 439977.89 - 236786.66 74.91 Wind 60 deg - Service 5227.33 - 3299.32 - 267959.65 -415652.08 105.80 Wind 90 deg - Service 6047.9 2.19 367.74 - 481148.92 105.74 _ Wind 120 deg - Service . , . 5267.39 3077.15 246041.16 -419658.41 83.69 Wind 150 deg - Service 3064.77 5326.39 425707.85 - 244653.63 29.36 • Wind 180 deg - Service ,- . 0.00 6180.52 494555.44 0.00 -71.57 Wind 210 deg - Service - 3064.77 5326.39 425707.85 244653.63 - 153.33 Wind 240 deg - Service - 5267.39 3077.15 246041.16 419658.41 -15526 Wind 270 deg - Service _ - 6047.95 2.19 367.74 481148.92 - 105.74 Wind 300 deg - Service - 5227.33 - 3299.32 - 267959.65 415652.08 -34.23 Wind 330 deg - Service - 2986.10 - 5472.08 -439977.89 236786.66 49.06 • • Job Page ER! wer P001373B GREENBURG 10 of 15 - GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 . • I Load Combinations I Comb. Description No. 1 Dead Only 2 Dead+Wind 0 deg - No Ice 3 Dead +Wind 30 deg - 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 Maximum_ M ember. Forces, Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb-ft L1 130 - 80.917 Pole Max Tension 2 0.02 0.04 -0.00 Max. Compression 14 - 7720.36 - 366.91 - 425.57 Max. Mx 5 - 5446.38 - 252600.91 - 306.87 Max. My 2 - 5388.36 - 128.83 260842.48 Max. Vy 5 8157.94 - 252600.91 - 306.87 Max. Vx 2 - 8747.84 - 128.83 260842.48 Max. Torque 10 266.29 1.2 80.917 - Pole Max Tension 1 0.00 0.00 0.00 45.917 Max. Compression 14 - 13174.44 - 843.96 - 699.04 Max. Mx 5 - 10076.91 - 600117.00 - 620.83 Max. My 2 - 10040.25 - 304.52 629298.34 - Job Page Et Tower P001373B GREENBURG 11 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 ' Section Elevation Component Condition Gov. Force Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb ft Max. Vy 5 11247.16 - 600117.00 - 620.83 Max. Vx 2 - 11838.47 - 304.52 629298.34 Max. Torque 10 324.98 L3 45.917 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 14 - 23485.89 - 1566.78 - 1111.74 Max. Mx 5 - 19211.70 - - 1059.80 1267204.85 Max. My 2 - 19210.72 - 567.91 1325277.37 Max. Vy 5 15495.85 - - 1059.80 1267204.85 Max. Vx 2 - 16072.66 - 567.91 1325277.37 Max. Torque 10 400.72 Maximum Reactions Location Condition Gov. Vertical Horizontal, X Horizontal, Z Load lb lb lb Comb. Pole Max. Vert 14 23485.89 029 0.26 Max. H, 11 19223.19 15481.59 -5.59 Max. H, 2 19223.19 0.00 16057.75 Max. M. 2 1325277.37 0.00 16057.75 Max. M 5 1267204.85 - 15481.58 -5.59 Max. Torsion 10 400.73 13484.36 - 7877.41 Min. Vert 2 19223.19 0.00 16057.75 Min. H, 5 19223.19 - 15481.58 -5.59 Min. H 8 19223.19 0.00 - 15820.94 Min. M. 8 - 1301947.50 0.00 - 15820.94 Min. M, 11 - 1266070.32 15481.59 -5.59 Min. Torsion 5 - 274.34 - 15481.58 -5.59 - . - To Reaction Summary: . . . 1 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M, Moment, M, lb lb lb lb-ft lb-fl lbfl Dead Only 19223.24 0.00 0.00 467.53 - 551.34 0.00 Dead +Wind 0 deg - No Ice 19223.19 -0.00 - 16057.75 - 1325277.37 - 567.87 182.49 Dead +Wind 30 deg - No Ice 19223.24 7644.32 - 14008.35 - 1158155.16 - 623927.60 188.63 Dead +Wind 60 deg - No Ice 19223.24 13381.80 - 8446.16 - 705316.36 - 1094819.42 265.76 Dead +Wind 90 deg - No Ice 19223.19 15481.58 5.59 1059.74 - 1267204.85 274.34 • Dead +Wind 120 deg - No Ice 19223.24 13484.36 7877.41 647836.82 - 1105395.79 21820 Dead +Wind 150 deg - No Ice 19223.24 7845.71 13635.40 1120821.83 - 644651.60 77.11 Dead +Wind 180 deg - No Ice 19223.19 -0.00 15820.94 1301947.50 - 567.90 - 182.51 Dead +Wind 210 deg - No Ice 19223.24 - 7845.71 13635.40 1120822.42 643516.08 - 393.24 Dead +Wind 240 deg - No Ice 19223.24 - 13484.36 7877.41 647837.40 1104260.89 - 400.73 ' Dead +Wind 270 deg - No Ice 19223.19 - 15481.59 5.59 1059.74 1266070.32 - 274.34 Dead +Wind 300 deg - No Ice 19223.24 - 13381.80 - 8446.16 - 705317.02 1093684.55 -8325 Dead +Wind 330 deg - No Ice 19223.24 - 7644.32 - 14008.35 - 1158155.76 622792.12 127.46 Dead +Ice+Temp 23485.89 -0.29 -0.26 1111.74 - 1566.78 0.00 Dead +Wind 0 deg+Ice+Temp 23485.87 -0.00 - 13099.06 - 1105128.94 - 1633.21 206.10 Dead +Wind 30 deg+lce+Temp 23485.88 6248.70 - 11423.37 - 965141.98 - 523605.74 222.22 Dead +Wind 60 deg+Ice+Temp 23485.88 10933.63 - 6875.45 - 585780.70 - 91718727 273.96 Job Page • E Tower PO01373B GREENBURG 12 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA FAX:: 330 -572 -2102 jfllcilroy • Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment, M Moment, M, lb lb lb lb-fl lb-fl lb -j1 Dead +Wind 90 deg+Ice+Temp 23485.87 12648.68 4.37 1619.13 - 1061300.77 253.42 Dead +Wind 120 deg+Ice+Temp 23485.88 11013.80 6430.90 542040.59 - 925515.17 172.63 Dead +Wind 150 deg+Ice+Temp 23485.88 6406.12 11131.86 937275.52 - 539934.37 24.98 Dead +Wind 180 deg+Ice+Temp 23485.87 -0.00 12913.95 1088296.52 - 1633.26 - 206.10 Dead +Wind 210 deg+Ice+Temp 23485.88 - 6406.12 11131.86 937277.16 536668.66 - 381.96 Dead +Wind 240 deg+Ice+Temp 23485.88 -11013.80 6430.90 542042.22 92225123 - 378.74 Dead +Wind 270 deg+Ice+Temp 23485.87 - 12648.68 4.37 1619.14 1058037.75 - 253.41 Dead +Wind 300 deg+Ice+Temp 23485.88 - 10933.63 - 6875.45 - 585782.45 913923.36 -67.84 Dead +Wind 330 deg+Ice+Temp 23485.88 - 6248.70 - 11423.37 - 965143.62 520340.05 134.78 Dead+Wind 0 deg - Service 19223.22 -0.00 - 6271.86 - 517759.92 - 568.80 71.54 Dead +Wind 30 deg - Service 19223.22 2985.55 - 5471.06 452388.93 - 244221.75 75.05 Dead+Wind 60 deg - Service 19223.22 5226.36 - 3298.70 - 275383.07 428272.02 106.13 Dead +Wind 90 deg - Service 19223.23 6046.82 2.18 710.81 495670.67 107.69 Dead +Wind 120 deg - Service 19223.22 5266.41 3076.58 253505.66 432394.52 85.54 Dead +Wind 150 deg - Service 19223.22 3064.20 5325.40 438379.16 - 252314.29 30.38 Dead +Wind 180 deg - Service 19223.22 -0.00 6179.37 509219.74 - 568.81 -71.53 Dead +Wind 210 deg - Service 19223.22 - 3064.20 5325.40 438379.26 251176.73 - 154.28 Dead +Wind 240 deg - Service 19223.22 - 5266.41 3076.58 253505.76 431257.07 - 157.07 Dead +Wind 270 deg - Service 19223.23 - 6046.83 2.18 710.81 494533.26 - 107.69 Dead +Wind 300 deg - Service 19223.22 - 5226.36 - 3298.70 - 275383.18 427134.57 -34.59 Dead +Wind 330 deg - Service 19223.22 - 2985.55 - 5471.06 - 452389.03 243084.20 48.85 S ol . , ution Summary Sum of Applied Forces Sum of Reactions Load PX PY PZ. PX PY PZ % Error Comb. lb lb lb lb lb lb 1 0.00 - 19223.24 0.00 -0.00 19223.24 -0.00 0.000% 2 0.00 - 19223.24 - 16058.97 0.00 19223.19 16057.75 0.005% 3 7644.41 - 19223.24 - 14008.52 - 7644.32 19223.24 14008.35 0.001% 4 13381.96 - 19223.24 - 8446.26 - 13381.80 19223.24 8446.16 0.001% • 5 15482.76 - 19223.24 5.59 - 15481.58 19223.19 -5.59 0.005% 6 13484.52 - 1922324 7877.51 - 13484.36 19223.24 - 7877.41 0.001% 7 7845.80 - 1922324 13635.57 - 7845.71 19223.24 - 13635.40 0.001% 8 0.00 - 19223.24 15822.14 0.00 19223.19 - 15820.94 0.005% 9 - 7845.80 - 19223.24 13635.57 7845.71 19223.24 - 13635.40 0.001% 10 - 13484.52 - 19223.24 7877.51 13484.36 19223.24 - 7877.41 0.001% 11 - 15482.76 - 19223.24 5.59 15481.59 19223.19 -5.59 0.005% 12 - 13381.96 - 19223.24 - 8446.26 13381.80 19223.24 8446.16 0.001% 13 - 7644.41 - 19223.24 - 14008.52 7644.32 19223.24 14008.35 0.001% 14 0.00 - 23485.89 0.00 0.29 23485.89 0.26 0.002% 15 0.00 - 23485.89 - 13099.59 0.00 23485.87 13099.06 0.002% 16 6248.80 - 23485.89 - 11423.56 - 6248.70 23485.88 11423.37 0.001% 17 10933.81 - 23485.89 - 6875.56 - 10933.63 23485.88 6875.45 0.001% 18 12649.19 - 23485.89 4.37 - 12648.68 23485.87 -4.37 0.002% 19 11013.98 - 23485.89 6431.00 - 11013.80 23485.88 - 6430.90 0.001% - 20 6406.22 - 23485.89 11132.04 - 6406.12 23485.88 - 11131.86 0.001% 21 0.00 - 23485.89 12914.47 0.00 23485.87 - 12913.95 0.002% 22 - 6406.22 - 23485.89 11132.04 6406.12 23485.88 - 11131.86 0.001% 23 - 11013.98 - 23485.89 6431.00 11013.80 23485.88 - 6430.90 0.001% 24 - 12649.19 - 23485.89 4.37 12648.68 23485.87 -4.37 0.002% • 25 - 10933.81 - 23485.89 - 6875.56 10933.63 23485.88 6875.45 0.001% 26 - 6248.80 - 23485.89 - 11423.56 6248.70 23485.88 11423.37 0.001% 27 0.00 - 19223.24 - 6273.03 0.00 19223.22 6271.86 0.006% 28 2986.10 - 1922324 - 5472.08 - 2985.55 19223.22 5471.06 0.006% 29 5227.33 - 19223.24 - 3299.32 - 5226.36 19223.22 3298.70 0.006% 30 6047.95 - 19223.24 2.19 - 6046.82 19223.23 -2.18 0.006% 31 5267.39 - 19223.24 3077.15 - 5266.41 19223.22 - 3076.58 0.006% . Job Page .1 Tower PO01373B GREENBURG 13 of 15 - GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. lb lb lb lb lb lb 32 3064.77 - 19223.24 5326.39 - 3064.20 19223.22 - 5325.40 0.006% 33 0.00 - 1922324 6180.52 0.00 19223.22 - 6179.37 0.006% 34 - 3064.77 - 1922324 5326.39 306420 19223.22 - 5325.40 0.006% 35 - 5267.39 - 19223.24 3077.15 5266.41 19223.22 - 3076.58 0.006% 36 - 6047.95 - 1922324 2.19 6046.83 19223.23 -2.18 0.006% 37 - 5227.33 - 1922324 - 3299.32 5226.36 19223.22 3298.70 0.006% 38 - 2986.10 - 1922324 - 5472.08 2985.55 19223.22 5471.06 0.006% Non Linear Convergence R Load Converged? Number Displacement Force Combination of Cycles Tolerance . Tolerance I Yes 6 0.00000001 0.00000001 2 Yes 14 0.00005887 0.00009050 . 3 Yes 16 0.00000001 0.00012991 4 Yes 16 0.00000001 0.00013618 5 Yes 14 0.00005914 0. 00008998 6 Yes 16 0.00000001 0.00012800 7 Yes 16 0.00000001 0.00012747 8 Yes 14 0.00005898 0.00008994 9 Yes 16 0.00000001 0.00012597 10 Yes 16 0.00000001 0.00012845 11 Yes 14 0.00005914 0.00008989 12 Yes 16 0.00000001 0.00013648 13 Yes 16 0.00000001 0.00012826 14 Yes 6 0.00000001 0.00001254 15 Yes 15 0.00000001 0.00008711 16 Yes 16 0.00000001 0.00014230 17 Yes 16 0.00000001 0.00014868 18 Yes 15 0.00000001 0.00008533 19 Yes 16 0.00000001 0.00014097 20 Yes 16 0.00000001 0.00014111 21 Yes 15 0.00000001 0.00008645 22 Yes 16 0.00000001 0.00013904 23 Yes 16 0.00000001 0.00014086 24 Yes 15 0.00000001 0.00008505 25 Yes 16 0.00000001 0.00014842 26 Yes 16 0.00000001 0.00014008 27 Yes 13 0.00014258 0.00010848 28 Yes 13 0.00014226 0.00010397 29 Yes 13 0.00014226 0.00009728 30 Yes 13 0.00014283 0.00010494 31 Yes 13 0.00014240 0.00010043 32 Yes 13 0.00014236 0.00009727 33 Yes 13 0.00014269 0.00010716 34 Yes 13 0.00014236 0.00009444 " 35 Yes 13 0.00014241 0.00010159 36 Yes 13 0.00014283 0.00010467 • 37 Yes 13 0.00014226 0.00009813 38 Yes 13 0.00014226 0.00010075 . Maximum T Deflect - S ervice W , • Job Page ERITower PO01373B GREENBURG 14 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 - 572 -2100 T- MOBILE USA jmcilroy FAX: 330 -572 -2102 Section Elevation Hon. Gov. Tilt Twist No. Deflection Load ft in Comb. 0 ° Ll 130 - 80.917 28.326 27 1.9932 0.0012 L2 85.834 - 45.917 11.926 27 1.3623 0.0007 U 50 - 0 3.917 27 0.7370 0.0003 I .. I _ Critica De fl e cti ons _ a nd . Radius of: Curvature r . Service. :Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of L Curvature ft Comb. in a 0 ft 127.00 12' LP Platform 27 27.110 1.9562 0.0016 22966 117.00 10' T -arms (3) 27 23.094 1.8309 0.0014 8832 100.00 4 FT DISH 27 16.636 1.5965 0.0012 3826 Maximum - Tower. Deflections Design Wind Section Elevation Hon. Gov. Tilt Tivist No. Deflection Load ft in Comb. a ° Ll 130 - 80.917 72.415 2 5.0975 0.0035 L2 85.834 - 45.917 30.507 2 3.4852 0.0017 L3 50 - 0 10.024 2 1.8859 0.0006 l -- Critical Deflections and Radius of Curvature. -. Design. Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in a a fl 127.00 12' LP Platform 2 69.309 4.9989 0.0043 9087 117.00 10' T -amts (3) 2 59.049 4.6664 0.0038 3494 100.00 4 FT DISH 2 42.546 4.0615 0.0030 1511 Base. Plate Design Data - 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 106695.53 109897.32 32.289 Plate 0.72 ✓ 174903.70 290340.15 45.000 0.61 0.38 0.72 Job Page ERITawer PO01373B GREENBURG 15 of 15 GPD GROUP Project Date 520 SOUTH MAIN ST. 2006093.37 22:05:18 04/27/06 AKRON, OH 44311 Client Designed by Phone: 330 -572 -2100 T- MOBILE USA jmcilroy FAX 330 -571 -1102 Compression Checks : ..: POI e De Data . Section Elevation Size L L, KUr 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 - 5388.36 654414.00 0.008 L2 80.917 - 45.917 TP32.16x23.6036x0.3125 39.92 0.00 0.0 39.000 31.1659 - 10040.20 1215470.00 0.008 (2) L3 45.917 - 0 (3) TP41x30.6598x0.375 50.00 0.00 0.0 39.000 49.0547 - 19210.70 1913130.00 0.010 Pole. Bending Design Data Section Elevation Size Actual Actual Allow. Ratio Actual Actual Allow. Ratio No. M, ft. Fay fb M fnr Fn f r ft lb fl ksi ksi F ,, lb-ft ksi ksi Fbr LI 130 - 80.917 TP25.074x14.763x0.2188 260842. - 32.070 39.000 0.822 0.00 0.000 39.000 0.000 (1) 50 L2 80.917 - TP32.16x23.6036x0.3125 629298. - 32.069 39.000 0.822 0.00 0.000 39.000 0.000 • 45.917 (2) 33 13 45.917 -0 (3) TP41x30.6598x0.375 1325275 - 32.685 39.000 0.838 0.00 0.000 39.000 0.000 .00 Pole . Interaction Deign Data Section Elevation Size Ratio Ratio Ratio Comb. Allow. Criteria No. P ft. fir Stress Stress ft P. Fb Fb Ratio Ratio LI 130 - 80.917 TP25.074x14.763x0.2188 0.008 0.822 0.000 0.831 y' 1.333 H1-3 (1) L2 80.917 - TP32.16x23.6036x0.3125 0.008 0.822 0.000 0.831 ✓ 1.333 H1 -3 ✓ 45.917 (2) L3 45.917 - 0 (3) TP41x30.6598x0.375 0.010 0.838 0.000 0 848 1" 1.333 H1-3 I :Section Capacity Table Section Elevation Component Size Critical P SF'P,u,,,, % Pass No. ft 7312e Element lb lb Capacity Fail LI 130 - 80.917 Pole TP25.074x14.763x0.2188 1 - 5388.36 872333.83 62.3 Pass U 80.917 - 45.917 Pole TP32.16x23.6036x0.3125 2 - 10040.20 1620221.44 62.3 Pass L3 45.917 -0 Pole TP41x30.6598x0.375 3 - 19210.70 2550202.18 63.6 Pass Summary Pole (13) 63.6 Pass • Base Plate 53.8 Pass RATING = 63.6 Pass Program Version 3.0.0.16 - 7/8/2004 File:C:/Documents and Settings/jmcilroy/ Desktop /greenburg/ERl/greensburg.eri TOWER ELEVATION DRAWINGS • 130.0 ft 1 l �� I III I'1 A PPURTENANCES I. I TYPE ELEVATION TYPE ELEVATION 12' LP Platform 127 (4) LNA Amplifier 127 (4)1:U265-19-000P 127 10' T -eons (3) 117 D I 1 (4) RR65-19-000P 127 (2) PCSSO65.19-2 117 ; I I a. (4)RR65.19-000P 127 (2)PCSS065-19.2 117 (4) LNA Amplifier 127 (2)PCSS065.19-2 117 i (4) LNA AmpIMer 127 4 F DISH 100 ° I ' MATERIAL STRENGTH 0 01 m S r. e o < g ^ GRADE Fy I Fu GRADE I Fy I Fu • N A572-65 65 ksl I80 ksl '11, )4 TOWER DESIGN NOTES 1. Tower is located in Washington County, Oregon. 2. Tower designed for a 80 mph basic wind in accordance with the TINE IA -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: 63.6% / F in O 80.9 ft • N al O VI N rQ N O N m I 1 • m R 45.9 ft Ii I I I AXIAL m 23486 lb 0 " is o N gt I o g < I MOMENT I SHEAR 110513016 -ft 13099 lb TORQUE 382 lb-ft 69 mph WIND - 0.5000 in ICE AXIAL 1922316 MOMENT SHEAR 132527716 R 16058 lb ri t o.O ft o TORQUE 401 lb -ft 1 REACTIONS - 80 mph WIND g os 0 a oo @ � z 9. 1 5 3 GPD GROUP ' P001373B GREENBURG A 520 SOUTH MAIN ST. Praiect 2006093.37 GPD GROUP AKRON, OH 44311 client T- MOBILE USA DrI'"nb Appd Phone: 330-572-2100 Code: TIA/EIA -222 -F Date: 04 /28/06 scald NT: FAX: 330 -572 -2102 Path' c ox m....m ssma.v..ru»+n.�.aen •a 4 DveV No. E-