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. Ise SITE OWNER; �I VERIZON WIRI.LES RECE�` G lir ' �® APPLICANTS; V 55430 NE Y 122 R2 n n d AVE 1104 2 9 LOO�t. PORTLAND. OR 97230 try ARCHITECT: G o O ` NN , GAZLEY 2701 NW PLOWMAN ARCHITECCTS 3UII..lVMG OI Y SI( _ PORTLAND, OR 97210 OFFICE (503) 274 -7800 FAX: 503 274 -7803 CONTACT: HOQUE x237 xi- verin Wireless SITE DEVELOPMENT; AFL TELECOMMUNICATIONS U, M 25977 S.W. CANYON CREEK ROAD STE E .- O 3 4 WILLSONVILLE, OR 97070 a. 0 • OFFICE (503) 303 -3001 •t- 0 SITE ACOUISm0N; M ED FOURNIER \ PHONE: (503) 303 -3012 O U CC CONSTRUCTION MANAGER No. Dote By Revisions P OR 9 TIGARD DON0LS ' 303-3023 .. ,tip, R STEYBI N.N. Raw t TIGARD, OR 97223 CI`Tt� Approved..1'C, r,Lt -.. '.. ./. s�.e..' i �' o r 0 Conditionally Approved 1 1 X 17 SETS ARE For only the work as described In: w.. I D� 50% REDUCTION PERMIT NO, A C_ ri P good, noSS 41 - File no. o5zno See Letter to; Follow 10/05/04 Scale LEGAL DESCRIPTION Attach 7. , ,;� �: Designed by DAN 1 • Drawn by SITE ADDRESS: By: - , :b , Date: . Mr, Approved b T1.0 TITLE SHEET 12295 SW PACIFIC HWY. TIGARD, OR 97224 T2.0 GENERAL NOTES, LEGEND, & ABBREVIATIONS PORTLAND RF1.0 RF DATA SHEET SITE ZONING: Al .0 EXISTING CONDITIONS Dote issued : 10/05/04 GC (GENERAL COMMERCIAL) P.1.1 OVERALL SITE PLAN Date issued for Zoning Permit : A1.2 ENLARGED SITE PLAN Date issued for OCCUPANCY: P2.0 ELEVATIONS Building Permit : NOT APPLICABLE Date issued A3.0 DETAILS for Bid m CONSTRUCTION TYPE; ` Date Construction NOT APPLICABLE nGUm AREA CALCULATIONS; Drawings Produced By SW GAARDE ST SW MCDONALD ST. SRF INFORMATION p V JURISDICTION: CRY OF TIGARD 1 N. GAZLEY . CO ZONE: SW BULL OUNTAIN RD. INDUSTRIAL • PLOWMAN TOWER SETBACKS NOT APPLICABLE ARCHITECTS �a� HEIGHT UNITS NOT APPLICABLE 40 .µ 2701 NW Vaughn 9�' PROPOSED LEASED AREA: NOT APPUCALBLE • ` RT AND t OREGON or OREGON Portland, Or. 97210 REQUIRED SETBACKS: NOT APPUCALBLE �PO^ •"""`mo 274 7800 KING CITY O 3072747803 Fax OF (# DURHAM - VerinOWi►eless SHEET INDEX Project title : POR TIRE SIGNATURE DATE 99/ TIGARD DRIVING DIRF(TIIONS; ADA COMPLIANCE; RF ENGINEER FROM PORTLAND, PROCEED SOUTH ON I -5 TO 99W / TIGARD EXIT. PROCEED THE FACILITY IS UNSTAFFED AND UNOCCUPIED _ STRAIGHT (SOUTH) ON 99W FOR APPROXIMATELY 2 MILES. IMMEDIATELY FOLLOWING CELLULAR THE CENTER N TINTERSECTION RIGHT. T}IE POLE IS BEHIND THIS CINEER THE REAR PARKING PROJECT SUMMARY: PROJECT MANAGER TEL. SITE LOT. N THE PROJECT CONSISTS OF THE INSTALLATION AND OPERATION Sheet title OF NEW ANTENNAS FOR VERIZON WIRELESS WITHIN AN EXISTING SITE AQUISITION TITLE Al ki WIRELESS EQUIPMENT COMPOUND SHEET ZONING CONTACT PROPERTY OWNER i Sheet no. : T1.0 VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM I _ • -w,• - - • •A - • i I GENERAL NOTES ( ABBREVIATIONS I LEGEND • • L . - • .. SYMBOLS 0 S SYMBOLS < ANGLE CA GAUGE SBO SUPPLIED BY OWNER rETAIL No. • AT GALV GALVANIZED SC SOUD CORE 0 DIAMETER or ROUND GB GYPSUM BOARD SCHED SCHEDULE Ara - DETAIL ' ROOM NAME ROOM NAME • POU or NUMBER GBX ((TYPE GYPSUM In 80AROAR D SHG SHEATHING V, REFERENCE 1. THE FACILITY IS AN UNOCCUPIED SPECULLIZED MOBILE RADIO FAG POUND LTIY , PER or OVER GFl GROUND B CIRCUIT SHT SHEEP SHEET No. ROOM NUMBER , 0� _ HEIGHT G CENTER UNE INTERRUPTER, SIM SIMILAR - 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A . - - It PLATE GIB GLUE LAMINATED BEAM SPEC SPECIFICATIONS BUILDING A.F.F. MARKER GRND GROUND SO SQUARE SECTION DIAGRAMMATIC OUTLNE ONLY. UNLESS NOTED OTHERWISE THE A CAPS GLOBAL POSTRONING SS STAINLESS STEEL 000.0 FINISH _ WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, . SYSTEM STD STANDARD . \. SPOT GRADE APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL AB ANCHOR BOLT CRD GRADE STL STEEL } INSTALLATIONS AS INDICATED ON THE DRAWINGS. AC AIR CONDITIONING GYP GYPSUM STRUCT STRUCTURAL i0. CCC.i' EXISTING ACA ANTENNA CABLE WALL SECTION COVER ASSEMBLY H S USP SUSPENDED SPOT GRADE 3. PRIOR TO THE SUBMISSION 'OF BIDS, THE CONTRACTOR SHALL VISIT ACOUS ACOUSTICAL THE JOB SRE AND BE RESPONSIBLE FOR ALL CONTRACT ACT ACOUSTICAL TILE H8 HOSE BIB T 000 DOOR J DOCUMENTS. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING AD AREA DRAIN HC HOLLOW CORE T TOP - O EXTERIOR O NUMBER 91 ' THAT THE WORK BE ACCOMPLISHED AS SHOWN PRIOR TO NW ADJUSTABLE HDR HEADER TRAP TEMPORARY ELEVATION O IX E PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE A.F.F. ABOVE FINISH FLOOR HDWD HARDWOOD T & G TONGUE AND GROOVE ® 0 WINDOW \ - BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. A.F.G. ABOVE FINISH GRADE TIM HARDWARE INK THICK la! TYPE a O a . V AGGR AGGREGATE . HGT HEIGHT THRESH THRESHOLD 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO AG.L ABOVE GROUND LEVEL H" HOLLOW METAL T.OA TOP OF ANTENNA KEY st PROCEED BEFORE STANG WORK. _ ALUM ALUMINUM HORIZ HORIZONTAL T.O.C. TOP OF CONCRETE Q GRID UNE O NOTE O ANT ANTENNA HR HOUR T.O.F. TOP OF FOUNDATION O STARTING APROX APPROXIMATE - T.O TOP OF PLATE r) 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ARCH ARCHITECTURAL I (PARAPET) O TYPE a rn ACCORDANCE WITH MANUFAC IRER'S RECOMMENDATIONS UNLESS ASPH ASPHALT T.O.S. TOP OF S Iiiii) MATCH UNE 0 O U CC SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES, OR AWG , AMERICAN WIRE IBC INSTALLED BY T.O.W.' TOP OF WALL EQUIPMENT No. Date By Revisions • REGULATIONS TAKE PRECEDENCE. - - GAUGE TM T TYPICAL O TYPE - IRO INSTALLED BY OWNER WORK POINT ICGB ISOLATED COPPER U . .---- 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN GROUND BUS ES Q REVISION ,,�T STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, BD BOARD ID INSIDE DIAMETER UG UNDER GROUND QKpY AND ORDINANCES- CONTRACTOR SHALL IN. GIVE ALL NOTICES AND BITUM BITUMINOUS . (1 INCH(ES) UL UNDERWRITERS v'_ . COMPLY WITH ALL LAYS, ORDINANCES, RULES. REGULATIONS AND BLDG BUILDING INSUL INSULATION LABORATORY ' - I INTERIOR A., r,i LAWFUL ORDERS OF ANY PUBLIC AUTHORRY BEARING ON THE B BLOCKING INT INTERIOR UNO UNLESS OTHERWISE © � ELEVATION 9 . HsTEYEN 9. N. KORN PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL B.O.C. BOTTOM OF . J V _ _ H APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND FT BOT BOTTOM Jf JOINT - at • 0W00Y . LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND ITIS BASE TRANSCEIVER VAR VARIES APPLICABLE REGULATIONS. _ VENEER fie,, 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK RISING E BBAR TINNED K VERT VERTICAL EQUIPMENT '4' OF OW COPPER WIRE KPL KICK PLATE V.I.F. VERIFY IN FIELD BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY B/U BACK UP CABINET L w Q NEW ANTENNA 11 X 1 7 SETS ARE RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING C - - • . 50% REDUCTION FIRE HYDRANT ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING lb- (f) POUND(S) W/ WITH - File no. 0416119D CONTACT AND COORDINATION WITH THE THE PROJECT MANAGER AND WM1 CAB CABINET - LAG BOLT Y WD WOOD LANDLORD'S AUTHORIZED REPRESENTATIVE CENT CEMENT L.F. LINEAR FEET W/0 WITH WATERPROOF Date 041521 0 • LIGHT STANDARD CF COLUMN FACE L LONG(RUDINAL) WP 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT G CONTROL JINOM LT UGH! WT WEIGHT - UITLIIY POLE Scale LESS TWIN 2 -A OR 2 -A108C WITHIN 75 FEET TRAVEL DISTANCE TO _ WWM WOVEN WIRE MESH ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. CLO CEILING Y Designed by DM OAR . CUT CLEAR _ �- POLE GUY WIRE Drown by DELL CMU CONCRETE MASONRY MACH MACHINE _ 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR UNIT MAT MATERIAL Checked by DAH PHONE AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE C OL COLUMN MA MAXIMUM , Approved by SE00 ON SITE. CONC CONCRETE MECH MECHANICAL - CONN CONNECTION MFG M NUFACTURIR MATERIALS CONST CONSTRUCTION MELAB MEMBRANE 10. DETAILS ARE INTENDED TO SHOW' END RESULT OF DESIGN. MINOR CENT CONTINUOUS MH MANHOLE I . MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CSH CONCRETE SURFACE • MIN MINIMUM - - I ':1 CONCRETE EMEMMINIMM EARTH Date issued : 10/06/04 CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED "AS PART HARDENER MISC MISCELLANEOUS Dote issued for OF THE WORK. CM CENTER MO MASONRY OPENING CIAU GRAVEL Zoning Permit CASK COUNTER SINK NM MOUNTED _ P : TOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT H L METAL Bal i for 11. THE CONTRACTOR ' EXISTING IMPROVEMENTS, PAVING. CURBS, GALVANIZED SURFACES, Q MUL MULLION - - ® BRICK 2W51NR113rSTFY1@c ] t<6` SAND Building Permit ETC.. AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT d PENNY (NAILS) N Dote issued OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE - DBL DOUBLE . -�"'" '° ��== =J GYPSUM WALLBOARD PLYWOOD for Bid PROJECT MANAGER AND /OR LANDLORD. - DEPT DEPARTMENT NIC NOT IN CONTRACT Date issued" DF DOUGLAS FIR No. (I) NUMBER BAIT INSULATION Tom.,.. = �I FINISH WOOD . Construction: 12. ON A ONLY BASIS: KEEP GENERAL AREA CLEAN. HAZARD FREE. AND DIA METER NON NOMINAL . DIM DIMENSION NTS NOT TO SCALE _ . DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT' DR DOOR GEETIEE RIGID INSULATION ® WOOD (CONT.) Drawings Produced By NOT SPECIFIED AS RDAINING ON THE PROPERTY. LEAVE PREMISES CM- DETAIL IN CLEAN CONDTIION AND FREE FROM PAINT SPOTS, DUST, OR T� SMUDGES OF ANY NATURE DIAL DOWEL OC ON CENTER:. ® STEEL 1 WOOD BLOCKING E OD OUTSIDE DIAMETER IIDII4741512111,121KVAII ALUMINUM • EXISTING STRUCTURE GAZLEY OPNG OPENING 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS PLOWMAN EA EACH WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. ES EACH SIDE OPP OUTSIDE - V ARCHITECTS • 14. CONTRACTOR TO PROVIDE PORTABLE SANITARY FACILITIES ON SITE El EXPANSION JOINT P S N ulte 7 Vaughn FOR ENTIRE DURATION OF CONSTRUCTION. EL ELEVATION UNE TYPES Parched, Or. 97210 ' ELEV ELEVATOR PCS PERSONAL - 503 274 7800 ELEC ELECTRICAL COMMUNICATIONS NEW WORK - SS — SS - SANITARY SEWER. 503 274 7803 Foe ENG ENGINEER SERVICE DEMOLITION WORK - SD — SD - STORM SEWER EQ EQUAL PPC POWER PROTECTION. - EQUIP EQUIPMENT CABINET - CENTERLINE - FD — FD - FLOOR DRAIN IX EXISTING PR PAIR DR EXTERIOR PRC PRIMARY RADIO CABINET — - - — PROPERTY / LEASE UNE - RD — RD - ROOF DRAIN F P.S.F. FOOT PER SQUARE —..L- BREAK UNE P.S.I. POUNDS PER SQUARE - - - -100--- - EXISTING CONTOUR - GAS — OAS - GAS Venpw(►eIeSS FAB FABRICATION INCH 0ir�rr FACT FACTORY . PT PRESSURE TREATED — CU -- NEW CONTOUR — r — w — WATER FB FIAT BAR PWD PLYWOOD - Rw — Rw - HOT WATER FD FLOOR DRAIN PWR POWER (CABINET) Project title : • FDN FOUNDATION PWS POMENTT:D WOOD STAIN -0.---O—o-- EXISTING CHAIN LINK FENCE - cw — 0. - COLD WATER FE FIRE EXTINGUISHER o CI EXISTING WOOD FENCE POR FEC- FIRE EXTINGUISHER Q ' CABINET — X— X— CHAIN UNK FENCE — ANTENNA COAX CABLE 99/ TIGARD - - FF FINISH FLOOR OF QUARRY. TILE k FG FINISH, GRADE QTY QUANTITY — 0 — 0 — GROUND - - FIN FINISH - FLR FLOOR R — P — P — POWER - DEN — 13271 - GENERATOR , FLOUR FLUORESCENT — TELCO — E — E — ELECTRICAL. CONDUIT F.O.C. FACE OF CONCRETE PAD RADIUS CELLULAR F.O.F. FACE OF FINISH RD ROOF DRAIN - PAT — PAT - POWER & TELCO — C — C — CONDUIT TEL. SITE F.O.M. FACE OF MASONRY REINF REINFORCED • F.O.S. FACE OF STUD REQ REQUIRED ' Sheet title F.O.W. FACE OF WALL RO ROUGH OPENING - - OW - - OVERHEAD POWER GEN. NOTES FP FIRE PROOF - F FO r FEET + - °� - - OVERHEAD TELCO LEGEND & FURR FURRING - - °" - - OVERHEAD ABBREVIATIONS — • Sheet no. : T2.0 - . . . . ( E . _ . . . . . . . , . .... : " ... . . . . 1 . _ . . . . " . , 111%. . ..- - , . ■ - . . • 1 . ....., . . . . X . .. . . r 1 - ALPHA :SECTOR QUANTITY VENDOR ANTENNA MODEL # RP HEIGHT _ INVERTED DOWNTILT '' AZIMUTH COAX DIAMETER COAX LENGTH . : - . . - , • . • . _ , . . . . 71(1/RX1 1 ANTEL CP077905/8 _ . • 44' NO a ea 7/6- eo . ' . , - - - TX2/RX2 1 ANTEL LPD-7905/8 44' • ' NO • cr 647 7/8' 60' .. , - . • - - - TX3/RX3 1 RFS APL199018-4270 ' 44' NO Cr . GO' • , . . . . ' . C .... ) . w . RX4 1 RFS APLI egoi a-42TO 44' NO 0' BO' . -2 t- , E < DUPLECER • •-• CL C.) = . C) • . . . . . . . . . s',... in o , . BETA SECTOR QUANTITY VENDOR ANTENNA MODEL # lip HEIGHT INVERTED DCAVNTILT AZIMUTH COAX DIAMETER COAX LENGTH .4 . . . , 0 .. • ••■•• . . TX1/RX1 1 ANT& LPD-7905/8 NO 0' 180' 7/8 . . . < I ' r >) 1 ,,, • TX2/RX2 1 • A .. NTEL LPD-7905/8 84' . NO 0' 180' 7/8 100' . . . - No. Date By Revisions TX3/RX3 1 RFS APL199018-4270 84' NO 0' 180' . 7/8 low . . RX4 1 RFS APL1990113-4270 84' NO 0' 160' 100' . - ' . . ' 4" 44 DUPLECER . - ' - RSIEVDI ILILPLOWIA .-8 . . - • . - - ' di, FCETWO, OEGON •_ ' . , ' . . . . 1■41, OF 1 0 ' . , GAMMA SECTOR QUANTITY - VENDOR ANTENNA MODEL I TIP HEIGHT INVERTED DOWNTILT . AZIMUTH COAX DIAMETER COAX \ ENGIN - . . 1 1 X 1 SETS ARE . - . . TX1/RXI 1 ANTE.- CPO-7905/8 . - 84' NO 0' ' 300' ' 7/8 60 . . 1' . . . . _ _ ' . 50% REDUCTION . TX2/RX2 1 ANTE. ' LPD-7905/8 84" NO 0' . 300' 7/8 100' ' • File no. -• 04152Rn . . Dote 10/05/04 . Scale 7X3/RX3 1 RFS APL1139018-4710 84' NO 0' 300' 7/11 100' Designed Drawn by by DAN RX4 1 RFS APL199016-42T0 84' NO, 0' 300' 7/8 100' Checked by DAM - Approved by Sump . . . DUPLECR . - • . . . . . . . . .. . - - . . _ Date issued : 10/05/04 .-. Date issued for , , . . . . • • Zoning Permit' , : . . _ - • • Date issued for , . - , . . - - • I - _ Building Permit : . , • , . - . , . - - ' Dote issued . • - . . , , _ '• for Bid - . • - . • ' . . Date issued . . • - . - • . for Construction: i - - - ., . - . . _ - . . .. - • • . . , . . - Drawings Produced By: , . . . . ' , - NOTES: - , _ Vr • GAZLEY 1. CONTRACTOR TO FIELD VERIFY ' ' PLOWMAN CABLE LENGTHS PRIOR TO • ARCHITECTS ORDERING FABRICATION, OR INSTALLATION OF CABLES. 2701 NW Vaughn Z-7X2/RX2 * % X-DT1 /RXI Sulte 764 2. VERIFY NTH R.F. DATA SHEET pottiv4 Or. 97210 IN BID PACKAGE 503 274 7800 503 274 7803 F. 44 1 . (1 4, Z-RX4 c , X-TX3/RX."304,> , 40 0- LFGEND; J e 613 0* , \.....< TI EXISTING ANTENNAS _z „ixo/R c liN S i orlt../ ." X-RX4 - _ . VenZ2DWireleSS 9 NEVi ANTENNAS t■T - . t I s X-TX2/RX2 • . t Project title Z-TXT /RIG • - : POR . NOTE • - • . . . . • - 99/ TIGARD DEST. ANTENNAS 'TO - Y-TX2/RX2 Y-RX4 Y-TX3/RX3 Y-7)(1/RX1 - . ' - . . ENDS OF AN7ENNA FRAME . • - - kr . - I ' CELLULAR TEL. SITE xi ( Sheet title T N M N • ) . RF DATA . . . DECLINATION 17.8' . . . . . - . . i M . . - • 1 . . ! , ' I • . . Sheet no. : SITE LOADING CHART & COAX COLOR CODING SCM1 ''' l I 1 NOT USED . . SCALE: NONE 12 RF1.0 . . . 1 . I . - . . { . 1 ; (I ''j , J J TIN _ COSG BU ' . I I '&) 1 I . . Si- . - I I ZONE: GC (GENERAL COMMERCIAL) ZONING; • 4 ( ( , . 3 ' ' , . ', JURISDICTION: CITY OF TIGARD + f I I • • ADJACENT ONI • ' � �. . L.. �-- I ZONE R (RESIDENTIAL) - - "'L / ) //I JURISDICTION: CRY OF TIGARD 1 �1 I . - - \ I i ,, I 1' I EXISTING MARKET � , - I . ♦♦ ADJACENT ZONING: I • 41/ I I / / &� \ ,, \ ' �• ' ' '� JURISDICTION: CRY OF n ) ' 1 GJ I EXISTING 1 ,' 38.384 S0. FT ♦ I a O O U I APARTMENT BUILDING / \ EXISTING GAS . 'E, No. Dote By Revisions ♦` I / I 1�'' STATION Ph / , \,. ,, • . . , ' / :� � ' � / 1 .e 4 % • p� k STEVEN Y. N.f4ANN I - CIFIEGOI I ' A �yjN� �� •taRwo,Z — ZONE GC (GENERAL COMMERCIAL) 0 / / JURISDICTION: CITY OF TIGARD \ QF i ♦, ' 11X17 SETS ARE _ ° / - ' \ ' s % AfM1GFNT 7ONINC; 50% REDUCTION I I /` - 1 4 43 \ ZONE: GC (GENERAL COMMERCIAL) File no. 0418?A10 I I rr , �) ' ` O ti - . , JURISDICTION: CITY OF TIGARD Dote 04152 1 ' I C n ,,-....e... r ? C / \ ' ASP CB \ 411 \ , Scale . . i' r# l /\ \ P S ' NG LOT . - ' . Designed by DA11 I 1 1 s, el/ ,�0 \ � r !r j Drawn by W0. . - `{.' ; F\ \; ' >EI�TING ti ` ) Checkedby pAH • APARTAPARTMENT' 1 � � Q� :4 e \ . , ' ti ••{> - A pproved by SIO� BUILDING /I C ^ —610+ I l�'� .. F ) ' Dd I ' -J \ for Construction: tr COST. l` I 40, I - - I ' L gi s- TELECOMMUN ONS �\ - ASPHALT - - Drawings Produced By: . ■ :'� SfTE P , COMMERCIAL PARKING LOT • r rr BUILDING \ � C 4 GAZLEY PLOWMAN \ i G ARCHITECTS C " \ Y `(' \` 2701 NY/ Vaughn , l �' A Swu 761 ASPHALT 1 r it Q Portland, and, Or. 97210 f PARKING LOT ' S ''�''� `, cg ' s ` � 4� , ` 27 7800 5034 J ) . ' ♦ 303271 Fax O7/ --i'_ --, AD TONING; o4?. ',\ f ADJACENT ZONING; 'O (_ �, ) C i ZONE CC (GENERAL COMMERCIAL) \...". .''''''''''''' , ! , JURISDICTION: CITY OF TIGARD vennowi►eiess ZONE GC (GENERAL COMMERCIAL) 444 \ ��rr,3 I r l : - 44 < JURISDICTION: CITY OF TIGARD ` O' . s, ,, ♦�� ) i Project title ,,� \ ,. i POR 4 c y � / / ` 99/ TIGARD • EXISTING UTILITY POLE W/ `., , . 1 BU CKET TRANSFORMER - CELLULAR A TELCO POLE / S175 • �I TM N TEL. SITE ti . , .1 7.8 EXISTING CONDITIONS Mi , Sheet no. : EXISTING CONDITIONS sGALE: ,• e 20' 1 A1.0 , . N. (ll , I 1 ' / / �� +' I I r EXISTING BUILDIN I I \ A nte 4 L ,9 Z I I j1 , \ / 38.384 So. FT. 4/ 0/, \ ' S rig --2---\ \ / / ADJACEMENING: ZO - � ZONE GC (GENERAL COMMERCIAL) , JURISDICTION: CRY OF TIGARD / t- `u / I ZONE R (RESIDENTIAL) I / �'�/ ' 1 4 �'I I' \ Q J Q I / u1 Z I JURISDICTION: CRY OF TIGARD ! \ b EXISTING MARKET , a o 3 0 CL 0 r , \ y,,, ADJACENT ZONING; ! / ZONE CC (GENERAL COMMERCIAL) ' I I .. I I1, r ' JURISDICTION: CRY OF TIGARD 0 I \ '/ M ■ \ ( / .< J I EXISTING NT r 1 , \ I 1. I \ `/' )11 0 o c fIC I BUILDING ` ( ' II / \ d EXISTING Gas ►' / / No. Dote By Revisions I STATION I I i X1 \ \ r ' , / �� ° 4�. PROPOSED ANTENNAS ON I 1 I/ I .. TAX LOT NO. � �7 .. \ I I / Y . N. PIDI �� AN EXISTING MONOPOLE ICTION: CTIY OF TIGARD File no. 04152M0 ® ' �{/ # TES — SEE cQ �. \ / MM. 0ET101� Q" 7ONING; \ / Ag \ ' ZONE GC (GENERAL COMMERCIAL) ��•a, \ / +�r OF O \ JURISDICTION: CRY OF TIGARD ( ■ \ Y S. 11X17 SETS ARE I \\ � � , / 4 \ C ENT 7ONING• ` 50% REDUCTION ! ' J /../ rn \ ZONE GC (GENERAL COMMERCIAL) r \ / ` Ol / I \ JURISD II G 2 ,) � 7 A t Sete 10/05/04 co' ASHgT t Scale I 1 � ..,,,./k, y /� t � \ P P RANG LOT / t 1 \ Designed by 0511 ' I C. .4/ 4 / ‘‘ 1 I ` 047) Drawn by 0 . / • '/.4.°:), \ I , \ Checked by 0N(1 EXISTING ' : � .' r NG � I O ACCESS ROUTE i � ^ Approved by S10a' �!• 4 J APARTMENT � � j rC� ) �' '' BUILDIN � `l . `''� ,r I /OF r I ` ` ` { . , Y , ) Date issued for II J � . '/� ! `'y , ty,7,y\ Date issued : 10/05/04 \ r (- + / , \ I c f5 a+s' I 11 Crf � ‘3,' � // '. \ ��� Y J Zoning Permit \ ( t , +� // ! �� \ I / ( ,L . ^ Dale issued for 1 r 4�(� y (- / 1 � / Building Permit �\ 4``/�� Lv �g_• ``. ��i\/>d �• 1 ; rf� r• - ••. r / r - Date issued !'' 1 k +!' / I ,•\ 1 / Y' ,, �� D a t r e Co i ssue d ruction : � , (onst ` r � � COSTING r , 1 \ , y) ( ARBORVITAE �: I, 1 1 ASPHALT Drawings Produced By: • . COSTING ` r . �. J `�Y ` ( ., BUILDING LOT CO � V ' COMMERCIAL rr J O J PLOWMAN ' er ^ ; ( •-c. I 1 3 '� ARCHITECTS .> 2701 NW Vaughn / ( ( (� ! .() // - suite 764 , ( ^ ASPHALT 4 • � JJ'''� S. �P 3 03 274 a. 97210 PARKING LOT 3 03 2 71 78011 / C / (. 503 274 7843 Far zote GC (GENERAL COMMERCIAL) ( 0 ( ZONE (GCK COMMERCIAL) ( L1v� JURISDICTION: Cm OF TIGARD Ver% Wireless 41 +• JURISDICTION: CITY OF TIGARD (. / F j J ` Project title : / V. g (�� ` /' 99/ TIGARD POR COSTING UTILITY POLE W/ ,* BUCKET TRANSFORMER AND TELCO POLE I S175 CELLULAR TN N TEL. SITE ,.17.8 Sheet title OVERALL ,_/ SITE PLAN / Sheet no, : OVERALL SITE PLAN :1• a 20' I 1 A1.1 3 tI i I EXIST. BUILDING I / . i / / /,'''''' AX i / / / i. � , 'O � / /' p J Q irzu f \ Z 4 4 J -) / '` 1 / J � i / - a c 'ry �r � - / / / O 144 ti` r` T � � / / M \ J � , ) / / ' Dote By R visions , � ) ) EXISTING 78' HIGH as ' , C /� D N s o/ 84' TIP O HETGHT ' NOT USED 2 0 EXISTING SIC PAVED S NDNE k • ' TIP NEICHT. PARKINS LOT I EXIST. BUILDING p ? J � / + ^ • \ 1. / N.N. R11•flMy l / I 1 � 4.� r EXISTING / / / / l .� / EQUIP. AREA / // y POIRAD. OEf>QII.�. �M ''. .s•. / i ' \ ` ,.. ., EXISTING 7'-O' HIGH CHAIN J / A * O p O O. r'� �1 \ * LINK FENCE WI 3 STRANDS / P / EXISTING MONO�OLEi s ; " r' + \ ,7 \ OF BARBED WIRE / / / 11X17 SETS ARE EXIST. COAX BRIDGE LE/AD, \ •: I EXIST. GENERATOR FOR i LOCATION % I ' NC EQUIPMENT / — 50� REDUCTION � �� �• ": / —t i i �' — / File no. D4152A11 J � % \) i I Dote 10/05/04 ' �'• '/ # _ _ t \ i ® Scale EXISTING —� ` .I. \ I Designed by QAH l — EOU�?'� •' EXISTING 74' C/: f i t y OIL Checked by OM / \ --=BUILDING /., 41i ACCESS GATE 1 1 � � - ./..‘d... v / Approved by WV \ --_—_, --4 1 \ J 1 EXISTING � . ./ ` J J l7"� • A� TO RAN / � / Dale issued 10/06/04 ( / ` V il JP r',----, �► / i Dole issued for J `� + T Atilt / ' Zoning Permit /B 1 C . TI �� r •� \ + /ii ' % ' f / / Dale issued for l 4 ' ) 1 lJ �� . \ •/ii / f f i / Building Permit �` \ ' 1� ,, , / v� i / r sued ` ® Dote / for Bid \J /\..� C %.... ' . • `` for Construction: `• ate issued j � , ` / . ` I (' Drawings Produced By NOT USED SCALD NONE 13 PLOWMAN \\ ‘ ARCHITECTS s 4 \ M f 2 701 NW Vg 4 `� )) Portland tl Or. 97210 503274 80 \ J 303 274 1 7903 3 Fear ..P \ ;11 i (.__.../ , ...., i f ,, j VernZQDwireless 4 \ \ � 1 Project title : ` \ i POR • V EXISTING BUILDING 99/ TIGARD `) /, I / ' CELLULAR ` TEL. SITE J 1 / / Sheet title : ( J )�® ! I TN N / yi ENLARGED WEL VERIFY LOCATION OF `( — , \ I �\ , .17.8 DOTING j SITE PLAN TING UTILITIES d BEFORE YOU DIG. 1 `\ I Mr / \-/ ` ). \ ii , 1 / Sheet no. : ENLARGED SITE PLAN SALE I /4• = L'-0' 1 NOT USED SCALE. NONE 1 A1.2 III 1 . 0 O —I N li <S d- o O U <1 ".. — 11 5 O O TNY No. Dote By Revisions IL II.0.IMfIN 1n .-8 I a&KRIAID, 0EXN Aj4 OF 0 REMOVE (1) COSTING PANEL iii,..O ANTENNA AND ADD (2) NEW TIP HEIGHT REMOVE (1) EXISTING PANEL ., nr ANTENNAS • 84' TIP HEIGHT. (2 ' l t 0 0 ANTENNAS AND 84�' 71P HD ( SETS ARE SECTORS TOTAL) if X 50 %7REDUCTION I _ , TOP OF MONOPOLE SECTORS TOTAL) I V J/ EXISTING ANTENNAS 11 11 f ANTENNAS II . h ^T - File no. 04152A20 ON DAVIT ARMS L EXISTING ` ✓� ON DAVIT ARMS I Dote 10/05/04 1 a - Scale Designed by Dm Drawn by DIAL Checked by QAH 4 i • i. Approved by SMNP Dale issued : 10/05/04 EXISTING 84' MONOPOLE E XISTING 80' MONOPOLE Z issued Per for 1r \ Zoning Permit / Date issued for i ■ �AP�' Building Permit : Dale issued ed L / , 7 C / / for Construction: REMOVE (1) 't '` • . :, a REMOVE (1) EXISTING r19`¢ r' V + Drawings Produced By: 00 ANTENNA AND AD. '` — TIP HE1GH�, i 00 ANTENNA AND ADD (2 N (I r7 17 ANTENNAS O 44' 11; 1 \ i . 7' 1,\\,,,,I\ o ANifMNAS O 44' TIP E]QQ `1 I a �� CTOR TOTAL) ) 1 I — _ - �F -1 �� ® SECTOR TT7ULL) 1' ,11 _ ) GAZLEY ON MHVITSNAS \ 3 l i ! a 4 O m EXISTING WEN �,�I II I I ` i ARCHITECTS F L — — ON DAVIT ARMS ; 2701 NW Vowgkn • i U Sulu rtl Portland, 503 27 4L Or. 97210 PLOWMAN 50J 274 7800 BRIDGE I EXISTING EIUILDING B 503274 7803 Far TO NG / 1 PO / N COAX —� S L ' I`" . l EXIST. CABLE BRIDGE COAX TO ENTER MA ': "N • EOU PM G,POR cr��- EXISTING EQUIPMENT SHELTER bIBT ®, \-/:----------- ad, ( I V @r%nDwireless t ' p/r V ' 1 1 ( ` yr f Project title : r i . yy POR 4� ✓ IN\\1 �� 99/ TIGARD b' . y + ro n i ta 'x e s�. .� y°^ a �. nt g :s a y I - v' �`�: • 0 a �1 � Q � t .I I 1 S 41 V ' 4�. CELLULAR E SITE EXISTING N +y .r H ,4 el^ < - x',� ;r� •..o TEL LANDSCAPI f ,�` • - a E ut*4 Sheet title P , - ate., : 1 a � �= j v 1. te r •a •r .. z; ELEVATIONS 1 Sheet no. : SOUTHEAST ELEVATION SCALE: 1/8 a 1' -0 1 4 NORTHEAST ELEVATION SCALE: 1/8 a 1'-0 12 A2.O Y CABLES FURNISHED - • NOTE: NOTE BY VERIZON & IF NECESSARY. REPLACE IF NECESSARY. REPLACE EXISTING DOUBLE- LUGGED Cu LEAD � p EWING CON( OOSTINO 7 B• COM ANTENNA CONTRACTOR SHELTER TO ANDREW GROUND KR FO CABLES, .PORT FOR OPS ANTENNA. A PORT / AT EACH COAX (6) NEW --- DOUBLE-LUGGED Cu LEAD • „• ,,. ��♦ TO ANDREW GRND KR 0 EXISTING 4 ALUM. .� EXISTING COAX ENTRY EACH COAX (6) EX COAX PORTS. TYPICAL - I I I I I I VIA! I I PORT (BEYOND) i 0 888 ::::I ' ::: i i :::888 0, REUSE EXISTING . _ . \ COAX TO CONNECT r , � ^^ ><nc1` ,i_ (i, T% �, o TO NEW PANEL • �S V ! l� .. ® 4.•w- 4.•w- } I I = DUSTING LEADS TO II, ANTENNAS (X -1X3, >a 4 X -D21 X -1X2 X -TXI • \ \ \ \ �� I GROUN 0 RU$ RASE Y -TX3. Z-TX3) 0 0 "'r --' NEW COAX W NEW � - �dJ �l TX1 t-TX3• Y 1X3• 'F RX* SECfOPoZED PANEL ANTENNAS EXISTING POLYPHASER O NEIV COAX TI-RX4 r -TILT r -Txx r -TX , NEW SECTOR _ ?' I� n0,_ I _ �� r EXISTING COAX/TOWER TOP GROUND BUS 4 ® L� ®® ® w PANEL ANTENNAS • • • \ i \ i \ i \,GPg aw � I EXISTING COAX TO 1 I / I , / r� - __TRY EXIEPoOR COAY AT TOP OF TOWER a d' Q Z-RX4) Y -RX4, } FTQZl7[( � - 1 t' f® f® Z- C?S ANTENNAS E705TING �� O 3 O 0_ • • • • • • _ ®% GROU R U S 0_ U 7 EXIST. CPS COAX SETS © ,i _ \ _ \ _ i I �` DOU - L U GG ED Cu L EAD O SEE DETAIL I I I mo \ L7OSTINC GROUND LEAD I L_ TO ANDREW GROUND KR EXISTING GROUND EXISTING COAX TO CONNECT �i EX ISTING r O CONNECTION TO COAX BUS TO NEW PANEL ANTENNAS TyA LL (/ a AT EACH COAX 8 NEW 4 U L T O COAX TOWER TOP Y EXISTING GROUND LEAD ,.ROUND BUS O EXTERIOR ENTRY PORT TO GROUND RING o .44114 ELEVATION VIEW INTERIOR ELEVATION VIEW ANDREW GRND 0 ® i DOUBLE-LUGGED Cu LEAD Ii1iII II I I TO ANDREW GRND KIT 0 a 0 ...C77 o EACH COAX (6) 0 U 0L LOOKING OUT D EXISTING •0 888.:. ° •::888 0 . • No. Dote By Revisions ■ D I T EXISTING LEADS TO ENTRY PORT ELEVATION SCALE NONE 1 1 ENTRY PORT ELEVATION (INT.) E: N. 1 2 INTERIOR GROUNDING DETAIL NONE 13 BURIED GROUND RWG EXISTING COAX/TOWER BASE GROUND BUS .. f A LEAD ANTENNA FAUIPMEM AT BASE OF TONER M. X.PLEINVII� PP PE R EXI SQE ASAS REO. SHELTER IXIST. y • 24 WIDTH , 2 PLANK GRIPSTRUf 14 GA -�/� FOR PANEL ANTEN . CND= .%. MONOPOLE ONPOLE 0 SM. . _r 4 i G I s_s DOUBLE- LUGGED Cu fp O TO ANDREW U KIT 465 OF Q _ • / AT EACH COA1L(8) NEW DOUBLE- LUGGED Cu LAD TO ANDREW GRND KR O RUBBER DONUT PANEL ANTENNA COAX , • TD cPS EX EACH COAX TO CABLE ((MTCE1sNC 17 SETS ARE O 2 -0 O.C. PORT u Dae I L.- - .►• ... EX (6 A6L STRANIIFD File no. 04152A30 ±I_ - I - _'- \ ENTRYP TD COAX 10/08/04 Scale ammo UNISMUT / .:: ... i , , , , , ; ENTRY PORT • i I 1 I : - •_. n� ..> � � ADD OVAL COAL 7,/ , 88800 "' ; ::�., ^: Designed by MEW •• } f ' CUSHIONS ICLIPS SIZE AS ilT BURIED GROUND RING Checked y by LTA I •� I \ , / I I' COAX CABLE DIN CONNECTION Approved by Sine I Iz FOR NEW F�SISTING EXTERIOR COAX ENTRY BUS .•I �• COAX PORTS - IYP. 1/2 COAX JUMPER DRIP LOOP MOUNTED ON EXTERIOR WAIL OF SHELTER BELOW COAX DORY PORT I I (CAP UNUSED PORTS) D ) 10 MIN. RADIUS ON - I / Dote issued : 10/08/04 MY/FR I I TOP GROUND COAX JUMPER EDGE OF TDYIQT T 1 Ma (VERIFY EXIST.) NOTE REUSE Date issued for I I 1. ALL HARDWARE STAINLESS STEEL EXISTING GROUND /'� / /� ir,.% 2. COAT ALL SURFACES WITH KOPR- SHIELD BE]'ORE MA71NC. 1 015 AND EQS11140 9 GROUND LEADS TO I Danin Permit COAX/ TOWER BASE .• 3 A 1 3. LL LUGS TO BE DOUBLE- LIX:GED. COAX IF POSSIBLE. Date issued for I (:ROUND BUS. jr:Iirr.:: • ' t Building Permit � I I EXISTING MONOPOLE �� • • i' ' 1 ' \ for B id I Dote issued i I ... .� NOT E DC r Dole issued ! I i �. � r KO BE m L'': �{ for Construction: , r' r L___ -� SHELTER J Drowings Produced By: ANTENNA CONNECTION SCALE: NONE 1 4 CABLE BRIDGE SCALE NONE 15 NOT USED NONE 1 6 GROUND BUS DIAGRAMS SSE: NONE 17 • arty PLOWMAN ARCHITECTS 2701 NW Vast& &die 761 PonlanA Or. 97210 503 274 7800 503 274 7803 Fax \.,,/ VerinDWNireleSS I Project title : POR 99/ TIGARD I CELLULAR TEL. SITE Sheet title : CONSTRUCTION DETAILS Sheet no : NOT USED sLE LOS 1 8 NOT USED SCALE: NONE 19 NOT USED SCALE: NONE 110 A3.0 r s- /o2o0/X5 I 1 /VVI =RICAN TOWER 1 Structural Analysis Report 1 Structure : Existing 76 ft SUMMIT Monopole 1 Site Name : Tigard /99, OR 1 ATC Site Number : 82805 Proposed Carrier : Verizon 1 Carrier Site Name : POR99/Tigard 1 Carrier Site Number : PV385 County : Washington 1 Eng. Number : 73120191 1 Date : September 21, 2004 1 ' NATIONAL STRUCTURAL ENGINEERING 11312 South Pipeline Road Euless, Texas 76040 ' Phone: (817) 355 -4100 Fax: (817) 858 -0398 ..�,`�•�'p P R OfF�,� C�9 GI N 0 # -' 4" 7233GP, pus::, ^ry • OD* 1 V - I 1 , Eng. Number 73120191 September 21, 2004 1 Table of Contents Introduction 1 Analysis 1 Antenna Loads 1 Results 2 Conclusion 2 1 Standard Conditions Attached, - 1 Calculations Attached 1 1 1 • _ca ?ROPE cx‘ Jab, • 111 T= t!" 7233"/ %, PA, y 3011 /:/('; 1 n '1 ' • I L ste" e3*, I En g . Number 73120191 September 21, 2004 Page 1 Introduction '' The ose of this report is to summarize results of the structural analysis performed on the Pm'P P Y P existing 76 ft SUMMIT Monopole located at Tigard -99, OR, Washington County (ATC site I #82805). The tower was originally designed and manufactured by SUMMIT, (Job #A29296 -405 dated October 18, 1996). I Analysis I The existing tower was analyzed using Semaan Engineering Solutions, Inc., Software. The analysis assumes that the tower is in good, undamaged, and non - corroded condition. A 5% overstress is allowed in the existing structural members to account for program variances. - t Basic wind speed: 80.0 mph Radial Ice: 0.50" w/ reduced wind . I Code: EIA/TIA -222 -F Antenna Loads The following antenna loads were used in the tower analysis. . I Existing Antennas 1 e . Qty Antennas Mount Coax Carrier I 76.0 4 LPD- 7905/8. (3) T -Arms (4) 1 -5/8 Verizon 60.0 6 RV65- 18- 04DPL2 (3) T -Arms (12) 7/8 Cingular 45.0 2 LPD- 7905/8 Low Profile Platform (2) 1 -5/8 Verizon Proposed Antennas 1 E ft ) Qty Antennas Mount Coax Carrier 76.0 4 APL199016 -42T0 Existing T -Arms (4) 1 -5/8 ' 45.0 2 APL199016 -42TO Existing. Platform (2) 1 -5/8 Verizon All transmission lines are assumed running inside of pole shaft. I . a . Eng. Number 73120191 September 21, 2004 Page 2 1 Results r The existing monopole is structurally capable of supporting the existing and proposed antennas. The . maximum structure usage is: 81.2% I Additional exit and/or entry ports may be required to accommodate the running of the proposed transmission lines to the proposed antennas. These ports, if required, may be sourced as "kits" I from the original monopole manufacturer. They should be installed per the manufacturer's instructions furnished with the port materials. These additional ports, when properly installed replace the material removed by the cutting of holes in the monopole structure so no additional 1 engineering calculations are required. I Pole Reactions Original Design Current Analysis % Of Reactions Reactions , Design r Moment (ft -kips) 600.00 481.96 80.3 Shear (kips) 11.00 8.33 75.7 I. The structure base reactions resulting from this analysis do not exceed the ones shown on the original structure drawings. ° 1 Conclusion Based on the analysis results, the existing structure meets the, requirements per the EIA/TIA -222 -F 1 standards for a basic wind speed of 80 mph and 1/2" radial ice with reduced wind speed. If you have any questions or require additional information, please call at (817) 355 -4100. .r : r c•' Si PR /o c<S 01NC4\ # r ^ ` �`' �e723" ;a ;IA o' KEGEN q . r �' 4 9 90' 10/0/ ' Standard Conditions I All engineering services are performed on the basis that the information used is current and correct. I This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding itself, the antenna and feed line pp y gardmg the structure deed e • loading on the structure and its components, or other relevant information. -- Information from fields and/or drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Engineering Services and used in the performance of our engineering services is correct and complete. In the I absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated; I and we, therefore, assume that their capacity has not significantly changed from the "as new" II condition. U All services will be performed to the codes specified by the client, and we do not imply to meet any other codes or requirements unless explicitly agreed in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the I client shall specify the exact requirement. In the absence of information to the contrary, all work will be performed in accordance with the latest relevant revision of ANSI/EIA -222. I All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Engineering Services is not responsible for the conclusions, opinions and recommendations made by others based on the 1 information we supply. 1 1 1 '_i 1 1 1 SEMAAN ENGINEERING SOLUTIONS Job Information 1079 N.204t Avenue Pole : 82805 Elkhorn, NE 68022 Description : Phone: 402 - 289 -1888 Client : ATC Engineering Services Fax: 402 - 289 -186,1 Location : Tigard -99, OR Type : 18 Sides Base Elev (ft): 0.00 1 'Copyright Semaan Engineering Solutions, Inc Height :(ft) 76.00 Taper. 0.162039 (in /ft) 1 • Sections Properties Diameter (in) Overlap Steel 76' -0" 76-0" fl 11 11 fl Shaft Length Accross Flats Thick Joint Length Taper Grade Section (ft) Top Bottom (in) Type (In) (in /ft) (ksi) I 1 35.000 22.26 27.94 0.250 •0.000 0.162039 60 2 44.000 16.00 23.13 0.188 Slip Joint 36.000 0.162039 60 I Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Type Qty Description I 76.000 80.000 Panel 4 APL199016-42T0 76.000 84.000 Lightning 1 518" lightning rod 60' -0" 76.000 80.000 Straight 3 T -Arms • 76.000 80.000 Panel 4 LPD- 790518 I 60.000 60.000 Panel 6 RV65- 18 -04DPL2 60.000 60.000 Straight 3 MTS T-Arms 45.000 45.000 Panel 2 APL199016 -42T0 45.000 45.000 Platform 1 Low Profile Platform • 44' -0" 45.000 45.000 Panel 2 LPD - 7905/8 , '' 3/ 16" Thick (60 KSI) Load Cases / Deflections Attach Translation Rotation 45' -0" r Load Case Elev (ft) (in) (deg) L No Ice No Ice Wind Speed = 80.00 mph w/ No Ice 76.000 33.82 -3.673 II 60.000 22.03 -3.294 • 45.000 12.67 -2.610 76-0" Ice Ice Wind Speed = 69.28 mph wI Ice 0.50 in Thick 76.000 29.23 -3.188 ' 35' -0" y 60.000 19:01 -2.854 A 45.000 10.91 -2.255 Reactions . 36" Moment Shear Axial • 32' -0" Load Case (Kip -ft) (Kips) (Kips) 4-., No Ice 481.957 8.327 -8.049 ' Ice 412.271 6.957 - 11.307 I 35'-0" 1/.4" Thick (60 KSI) 1 ,.1 '' 0'0" w - 1 w v 1 1 I Load Case : No Ice 3.68 n 4.1.) I rat 75.000- + 48 I 8.46 4- 70.000- ❑ L 48 I I 65.000- 11.84 n 48 14.82 . 60.000- i 0 1 19.18 55.000- ❑ 48 I 22.86 50.000- 0 1 48 1 26.08 I 45.000- 0 48 1 E 30.44 c 40.000- 0 co 48 w35.000- - ___ _____ _____ _ 34.13 ❑ 28.23 48 32.000- 29.17 30.000- 48 1 48 31.35 1 25.000- - - - - - ... n 48 33.27 20.000- ❑ � Ias) 34.95 15.000- ❑ 1481 36.44 I 10.000- - ... ❑ I 1 48 1 37.76 5.000- ❑ I 38.93 1481 0.000- n 3.86 8.86 13.86 18.86 23.86 28.86 33.86 38.86 43.86 48 6 1 Stresses (ksil 1 1 Pole : 82805 ATC Engineering Services Copyright Semaan Engineering Solutions, Inc ■ Y Location: Tigard - 99, OR 9/21/2004 10:30:36 a I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 1 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) A Taper : 0.162039 (in /ft) X 1 Shaft Section Properties Slip Bottom Top ct Length Thick Fy Joint Joint Weight Dia Elev Area Ix Wlt Dit Dia Elev Area Ix W/t Dlt Taper m (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sgin) (In "4) Ratio Ratio (in /ft) 1 35.000 0.2500 60 0.00 2,349 • 27.94 0.000 21.97 2128.4 18.30 111.7 22.26 35.00 17.47 1070.2 14.30 89.07 0.16204 I 44.000 0.1875 60 Slip Joint 36.00 1,727 23.13 32.00 13.65 907.9 20.34 123.3 16.00 76.00 9.41 297.3 13.64 85.33 0.16204 Shaft Weight 4,075 'iscrete Appurtenance Properties . Attach No Ice Ice Distance Vert Iev Weight CaAa CaAa Weight CaAa CaAa From Face X Angle Ecc ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (deg) (ft) . 00 APL199016 -42T0 4 10.00 3.450 1.00 31.00 .4.400 1.00 0.000 0.00 4.000 76.00 5/8" lightning rod 1 75.00 0.500 1.00 100.00 1.500 1.00 0.000 0.00 8.000 I O0 T -Arms 3 360:00 7.700 1.00 500.00 9.000 1.00 0.000 0.00 4.000 00 LPD- 7905/8 4 49.00 9.420 1.00 97.00 10.280 1.00 0.000 0.00 4.000 00 RV65- 18- 04DPL2 6 17.90 4.670 0.67 40.47 5:330 0.67 0.000 0.00 0.000 60.00 MTS T -Arms 3 360.00 7.700 1.00 500.00 9.000 1.00 0.000 0.00 0.000 L 00 APL199016 -42T0 2 10.00 3.450 1.00 31.00 4.400 1.00 0.000 0.00 0.000 . 00 Low Profile Platform 1 1300.00 25.550 1.00 2100.00 27.320 1.00 0.000 0.00 0.000 .00 LPD - 7905/8 2 49.00 9.420 1.00 97.00 10.280 1.00 0.000 0.00 0.000 Totals 26 3996.40 6210.82 Number of Loadings : 9 • 1 1 111 1 1 •:1 1 Pole : 82805 ATC Engineering Services CopynightSemaanEngineeningSolutions, Inc ,. Location: Tigard -99, OR Y 912112004 10:30:36 A I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 2 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) ��A Taper : 0.162039 (in/ft) x Segment Properties (Max Len : 5 ft) l eg Thick Dia Area Ix W/t D/t Fy Fb Weight (ft) Description (in) (in) (in "2) (in "4) Ratio Ratio (ksi) (ksi) (lb) 0 ' . • 0.2500 27.940 21.971 2,128.4 18.30 111.76 60 48 0.0 0 0.2500 27.130 21.328 1,947.0 17.72 108.52 60 48 368.3 .00 0.2500 26.320 20.685 1,776.2 17.15 105.28 60 48 357.4 15.00 0.2500 25.509 20.043 1,615.7 16.58 102.04 60 48 346.5 I . 00 0.2500 24.699 19.400 1,465.1 16.01 98.80 60 48 335.5 .00 0.2500 23.889 18.757 1,324.3 15.44 95.56 60 48 324.6 .00 0.2500 23.079 18.114 1,192.7 14.87 92.32 60 48 313.7 32.00 Bot - Section 2 0.2500 22.755 17.857 1,142.6 14.64 91.02 60 48 122.4 .00 Top - Section 1 0.1875 22.644 13.364 851.4 19.88 120.77 60 48 318.2 00 0.1875 21.833 12.882 762.6 19.12 116.45 60 48 223.3 .00 0.1875 21.023 12.399 680.1 18.36 112.12 60 48 215.1 50.00 0.1875 20.213 11.917 603.8 17.60 107.80 60 48 206.9 11 00 0.1875 19.403 11.435 533.4 16.84 103.48 60 48 198.7 00 0.1875 18.593 10.953 468.8 16.07 99.16 60 48 190.5 00 0.1875 17.782 10.471 409.6 15.31 94.84 60 48 182.3 00 0.1875 16.972 9.989 355.5 14.55 90.52 60 48 174.0 75.00 0.1875 16.162 9.507 306.5 13.79 86.20 60 48 165.8 1.00 0.1875 16.000 9.410 297.3 13.64 85.33 60 48 32.2 4,075.3 1 1 1 1 1 1 1 1 1 1 Pole : 82805 ATC Engineering Services CopyrightSemaanEngineefingSolutions, Inc Location: Tigard -99, OR Y 9/2112004 10:30:36 A I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 3 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) A Taper : 0.162039 (in /ft) X • Load Case: No Ice 80 mph - No Ice 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Forces l eg Top Wind Wind Elev qz qzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (lb) 0.00 1.00 16.38 27.68 186.27 0.650 0.00 0.000 0.000 0.00 0.00 0.0 I 5.00 1.00 16.38 27.68 180.87 0.650 5.00 11.473 7.457 206.49 0.00 368.3 10.00 1.00 16.38 27.68 175.46 0.650 5.00 11.135 7.238 200.41 0.00 357.4 15.00 1.00 16.38 27.68 170.06 0.650 5.00 10.798 7.019 194.34 0.00 346.5 20.00 1.00 16.38 27.68 164.66 0.650 5.00 10.460 6.799 188.26 0.00 335.5 5.00 1.00 16.38 27.68 159.26 0.650 5.00 10.123 6.580 182.18 0.00 324.6 0.00 1.00 16.38 27.68 153.86 0.650 5.00 9.785 6.360 176.11 0.00 313.7 2.00 Bot - Section 2 1.00 16.38 27.68 151.70 0.650 2.00 3.819 2.483 68.74 0.00 122.4 35.00 Top - Section 1 1.01 16.66 28.15 149.71 0.650 3.00 5.722 3.719 104.72 0.00 318.2 0.00 1.05 17.31 29.25 149.61 0.650 5.00 9.266 6.023 176.19 0.00 223.3 5.00 Appertunance(s) 1.09 17.90 30.25 146.50 0.650 5.00 8.928 5.804 175.58 0.00 215.1 50.00 1.12 18.44 31.17 142.99 0.650 5.00 8.591 5.584 174.11 0.00 206.9 55.00 1.15 18.95 32.04 139.14 0.650 5.00 8.253 5.365 171.88 0.00 198.7 60.00 Appertunance(s) 1.18 19.43 32.84 135.00 0.650 5.00 7.916 5.145 169.00 0.00 190.5 5.00 1.21 19.88 33.60 130.60 0.650 5.00 7.578 4.926 165.54 0.00 182.3 0.00 1.24 20.31 34.32 125.98 0.650 5.00 7.241 4.706 161.55 0.00 174.0 75.00 1.26 20.71 35.00 121.15 0.650 5.00 6.903 4.487 157.08 0.00 165.8 11 76.00 Appertunance(s) 1.26 20.79 35.14 120.17 0.650 1.00 1.340 0.871 30.61 0.00 32.2 Totals: 76.00 2,702.80 0.00 4,075.3 1 1 1 11 1 1 1 Pole : 82805 ATC Engineering Services Copyright Semaan Engineering Solutions, Inc g g Y Location: Tigard -99, OR 9/21/2004 10:30:36 p I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 4 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) ��A Taper : 0.162039 (in /ft) x Load Case: No Ice 80 mph - No Ice 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 iscrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom lev qz qzGh eaAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight ft) Description Qty (psf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib -ft) (Ib) 45.00 APL199016 -42T0 2 17.90 30.25 6.900 1.000 0.000 0.0 0.0 208.76 0.00 0.00 0.00 0.00 20.0 45.00 Low Profile Platform 1 17.90 30.25 25.550 1.000 0.000 0.0 0.0 773.01 0.00 0.00 0.00 0.00 1300.0 5.00 LPD- 7905/8 2 17.90 30.25 18.840 1.000 0.000 0.0 0.0 570.00 0.00 0.00 0.00 0.00 98.0 60.00 RV65- 18- 04DPL2 6 19.43 32.84 18.689 0.667 0.000 0.0 0.0 613.88 0.00 0.00 0.00 0.00 107.4 60.00 MTS T -Arms 3 19.43 32.84 23.100 1.000 0.000 0.0 0.0 758.74 0.00 0.00 0.00 0.00 1080.0 76.00 APL199016 -42T0 4 21.10 35.66 13.800 1.000 0.000 4.0 0.0 492.11 0.00 0.00 0.00 1968.45 40.0 76.00 5/8" lightning rod 1 21.39 36.16 0.500 1.000 0.000 8.0 0.0 18.08 0.00 0.00 0.00 144.64 75.0 76.00 T -Arms 3 21.10 35.66 23.100 1.000 0.000 4.0 0.0 823.75 0.00 0.00 0.00 3295.02 1080.0 76.00 LPD - 7905/8 4 21.10 35.66 37.680 1.000 0.000 4.0 0.0 1343.68 0.00 0.00 0.00 5374.73 196.0 5,602.01 0.00 3,996.4 1 1 1 1 1 1 1 1 1 Pole : 82805 ATC Engineering Services Copyright Semen Engineenng Solutions, Inc Location: Tigard -99, OR I Y 91211200410:30:36 A Height : 76.00' (ft) Base Elev : 0.000 (ft) Page: 5 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) A Taper : 0.162039 (in/ft) x Z./ I - Load C ase: No Ice 80 mph - No Ice 21 Iterations ust Re sponse Factor : 1.69 Effective Wind Speed : 80.00 (mph) • Dead Load Factor : 1.00 Wind Load Factor : 1.00 Polled Forces Summary Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX ( -) FY ( -) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (lb -ft) I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 206:49 368.35 0.00 0.00 0.00 0.00 10.00 0.00 0.00 200.41 357.41 0.00 0.00 0.00 0.00 15.00 0.00 0.00 194:34 346.47 0.00 0.00 0.00 0.00 I 20.00 0.00 0.00 188.26 335.53 0.00 0.00 0.00 0.00 25.00 0.00 0.00 182.18 324.60 0.00 0.00 0.00 0.00 30.00 0.00 0.00 176.11 313.66 0.00 0.00 0.00 0.00 32:00 0.00 0.00 68.74 122.40 0.00 0.00 0.00 0.00 I 35.00 0.00 0.00 104.72 318.22 0.00 0.00 0.00 0.00 40.00 0.00 0.00 176.19 223.27 0.00 0.00 0.00 0.00 45.00 0.00 0.00 1,727.34 1,633.06 0.00 0.00 0.00 0.00 50.00 0.00 0.00 174.11 206.86 0.00 0.00 0.00 0.00 '55.00 0.00 0.00 171.88 198.66 0.00 0.00 0.00 0.00 60.00 0.00 0.00 1,541.63 1,377.85 0.00 0.00 0.00 0.00 65.00 0.00 0.00 165.54 182.25 0.00 0.00 0.00 0.00 70.00 0.00 0.00 161.55 174.05 0.00 0.00 0.00 0.00 75.00 0.00 0.00 157.08 165.84 0.00 0.00 0.00 0.00 76.00 0.00 0.00 2,708.24 1,423.18 0.00 0:00 0.00 10,782.84 Totals: 8,304.81 8,071.67 0.00 0.00 0.00 10,782.84 II '1 1 ,1 1 • , '1 Copyright Semen Engineering Solutions, Inc 1 Pole : 82805 ATC Engineering Services . Location: Tigard -99, OR 912112004 10:30:36 A I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 6 Shape : 18 Sides BaseDia : 27.94. , (in) Top Dia : 16.00 (in) A Taper : 0.162039 (in /ft) Y X Load No Ice 80 mph - No Ice 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 Iculated Forces a Deflection Seg Lateral Axial Lateral Moment Torsion Moment X Z Total • Elev FX ( -) FY ( -) FZ .MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft-kips) (ft -kips) (in) (in) (in) (deg) 0.00 8.327 8.049 0.000 0.000 0.000 481.957 0.000 0.000 0.000 0.000 I 5.00 8.160 7.637 0.000 0.000 0.000 440.324 -0.165 0.000 0.165 -0.308 10.00 7.996 7.239 0.000 0.000 0.000 399.522 -0.653 0.000 0.653 -0.615 15.00 7.833 6.854 0.000 0.000 0.000 359:544 -1.460 0.000 1.460 -0.919 20.00 7.672 6.482 0.000 0.000 0.000 320.379 -2.584 0.000 2.584 -1.218 25.00 7.513 6.125 0.000 0 :000 0.000 282.019 -4.018 0.000 4.018 -1.511 30.00 7.348 5.791 0.000 0.000 0.000 244.453 -5.753 0.000 5.753 -1.793 32.00 7.289 5.653 0.000 0.000 0.000 229.758 -6.528 0.000 6.528 -1.907 35.00 7.193 5.313 0.000 0.000 0.000 207.891 -7.779 0.000 7.779 . -2.070 40.00 7.032 5.063 0.000 0.000 0.000 171.928 - 10.085 0.000 10.085 -2.322 45.00 5.253 3.481 0.000 0.000 0.000 136.767 - 12.675 0.000 12.675 -2.610 50.00 5.083 3.261 0.000 0.000 0.000 110.504 - 15.549 0.000 15.549 -2.869 55:00 4.912 3.053 0.000 0.000 0.000 85.090 - 18.680 0.000 18.680 -3.099 60.00 3.301 1.754 0.000 0.000 0.000 60.530 - 22.033 0.000 22.033 -3.294 65.00 3.129 1.574 0.000 0.000 0.000 44.023 - 25.568 0.000 25.568 -3.452 70.00 2.960 1.405 0.000 0.000 0.000 28.376 - 29.253 0.000 29.253 -3.578 75.00 2.794 1.247 0:000 0.000 0.000 13.577 - 33.048 0.000 33.048 -3.662 76.00 2.708 0.000 0.000 0.000 0.000 10:783 - 33.816 0.000 33.816 -3.673 1 1 1 • - 1 1 Pole : 82805 ATC Engineering Services CopynghtSemaanEngineenngSo lutions,�/nc ,.._ g g Location: Tigard -99, OR 9/21/200410:30:36 a I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 7 Shape : 18 Sides Base Dia 27.94 (in) Top Dia : 16.00 (in) Y A Taper : 0.162039 (in/ft) X Load Case: No Ice 80 mph - No Ice 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 alculated Stresses Seg Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) Ratio 0.00 0.366 0.764 0.000 0.000 . 0.000 38.546 38.935 48.0 0.812 I 5.00 0.358 0.771 0.000 0.000 0.000 37.381 37.763 48.0 0.787 10.00 0.350 0.779 0.000 0.000 0.000 36.069 36.444 48.0 0.760 15.00 0.342 0.788 0.000 0.000 0.000 34.586 34.954 48.0 0.729 20.00 0.334 0.797 0.000 0.000 0.000 32.905 33.268 48.0 0.693 25.00 0.327 0.807 0.000 0.000 0.000 30.996 31.354 48.0 0.653 30.00 0.320 0.818 0.000 0.000 0.000 28.819 29.173 48.0 0.608 32.00 0.317 0.823 0.000 0:000 0.000 27.876 28.229 48.0 0.588 35:00 0.398 1.085 0.000 0.000 0.000 33.685 34.134 48.0 0.711 ' 40:00 0.393 1.100 0.000 0.000 0.000 29.991 30.444 48.0 0.635 45:00 0.281 0.854 0.000 0.000 0.000 25.758 26.081 48.0 0.544 50.00 0.274 0.860 0.000 0.000 0.000 22.538 22:860 48.0 0.476 55.00 0.267 0.866 0.000 0.000 0.000 18.856 19.182 48.0 0.400 60.00 0.160 0.607 0.000 0.000 0.000 14.627 14.824 48.0 0.309 I 65:00 0.150 0.602 0.000 0.000 0.000 11.646 11.842 48.0 0.247 70.00 0.141 0.597 0.000 0.000 0.000 8.253 8.457 48.0 0.176 75.00 0.131 0.592 0.000 0.000 0.000 4.362 4.608 48.0 0.096 76.00 0.000 0.580 0.000 0.000 0.000 3.536 3.676 48.0 0.077 1 1 1 11 1 Engineering Services CopynghzSemaanEnginee iingSolutions, Inc Pole : 82805 ATC En g S c s Y Location: Tigard -99, OR 912112004 10:30:36 A Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 8 Shape : 18 Sides - Base: Dia : 27.94 (in) Top Dia : 16.00 (in) �-.�,q Taper : 0.162039 (in /ft) x Load Case: Ice 80 mph - With Ice - Ice Thickness = 0.5 in 21 Iterations usiResponse Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 Shaft Forces I gTop Wind Wind Iev qz qzGh C Tributary Aa CfAa Force X Force Z Weight (ft) Description Kz (psf) (psf) (mph -ft) Cf (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 12.28 20.76 161.31 0.650 0.00 0.000 0.000 0.00 0.00 0.0 I 5:00 1.00 12/8 20.76 156.63 0.650 5.00 11.890 7.728 160.48 0.00 453.6 0:00 1.00 1228 20.76 151.95 0.650 5.00 11.552 7.509 155.92 0.00 440.2 15.00 1.00 12.28 20.76 147.27 0.650 5.00 11.214 7.289 151.37 0.00 426.7 20.00 1.00 12.28 20.76 142.60 0.650 5.00 10.877 7.070 146.81 0.00. 413.3 1111 5.00 1.00 12.28 20.76 137.92 0.650 5.00 10.539 6.850 142.25 0.00 399.9 0.00 1.00 12.28 20.76 133.24 0.650 5.00 10.202 6.631 137.70 0.00 386.4 2.00 Bot - Section 2 1.00 12.28 20.76 131.37 0.650 2.00 3.986 2.591 53.80 0.00 151.1 35.00 Top - Section 1 1.01 12.49 21.11 129.65 0.650 3.00 5.972 3.882 81.97 0.00 361.1 0:00 1.05 12.98 21.93 129.56 0.650 5.00 9.683 6.294 138.08 0.00 292.2 5100 Appertunance(s) 1.09 13:42 22.69 126.87 0.650 5.00 9.345 6.074 137.82 0.00 281.5 0:00 1.12 13:83 23.38 123.83 0.650 5.00 9.008 5.855 136.91 0.00 270.8 55.00 1.15 14.21 24.02 120.50 0.650 5.00 8.670 5.635 135.41 0.00 260.1 10 0.00 Appertunance(s) 1.18 14.57 24.63 116.91 0.650 5.00 8.332 5.416 133.42 0.00 249.4 5.00 1.21 14.91 25.20 113.10 0.650 5.00 7.995 5.197 130.97 0.00 238.7 0.00 1.24 15.23 25.74 109.10 0.650 5.00 7.657 4.977 128.13 0.00 228.0 75.00 1.26 15:53 26.25 104.92 0.650 5.00 7.320 4.758 124.92 0.00 , 217.3 6:00 Appertunance(s) 1.26 15.59 26.35 104.07 0.650 1.00 1:423 0.925 24.38 0.00 42.4 Totals: 76.00 2,120.34 0.00 5,112.4 :1 1 , _I 1 � l Pole : 82805 ATC Engineering Services CopynghtSemaanEngineenngSo /utions/nc 9 9 Y Location: Tigard -99, OR 9/21/2004 10:30:36 s Height: 76.00 (ft) Base Elev : 0.000 (ft) Pager 9 Shape: 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) �A - -Taper : 0.162039 (in /ft) X z,/ Load Case: Ice 80 mph - With Ice - Ice Thickness = 0.5 in 21 Iterations ust Response Factor : 1.69 Effective • Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 iscrete Appurtenance Forces Total Horiz Vert Wind Wind Mom Mom Mom . '� l ev q z qzGh t:aAa CaAa Ecc Ecc X Angle Force X Force Z X Y Z Weight ft) Description Q (p sf) (psf) (sf) Factor (ft) (ft) (deg) (Ib) (Ib) (Ib -ft) (Ib -ft) (lb-ft) (lb) 45.00 APL199016 -42T0 2 13.42 22:69 •8300 1.000 0.000 0.0 0.0 199.67 0.00 0.00 0.00 0.00 . 62.0 45:00 Low Profile Platform 1 13.42 22.69 27.320 1.000 0.000 0.0 0.0 619.88 0.00 0.00 0.00 0.00 2100.0 5.00 LPD- 7905/8 2 13.42 22.69 20.560 1.000 0.000 0.0 0.0 466.49 0.00 0.00 0.00 0.00 194.0 0.00 RV65- 18 -040PL2 6 14.57 24.63 21.331 0.667 0.000 0.0 0.0 525.45 0.00 0.00 0.00 0.00 242.8 60:00 MTS T -Arms 3 14.57 24.63 27.000 1.000 0.000 0.0 0.0 665.10 0.00 0.00 0.00 0.00 1500.0 76.00 APL199016 -4270 4 15.82 26.74 17.600 1.000 0.000 4.0 0.0 470.69 0.00 0.00 0.00 1882.76 124.0 t7 6.00 5/8" lightning rod 1 16.04 27.11 1.500 1.000 0.000 8.0 0.0 . 40.68 0.00 0.00 0.00 325.43 100.0 6.00, T =Arms 3 15.82 26:74 27.000 1.000 0.000 4.0 0.0 722.08 0.00 0.00 0.00 2888.32 ' 1500.0 6.00 LPD - 790518 4 15.82 26:74 41.120 1.000 0.000 4.0 0.0 1099.69 0.00 0.00 0.00 4398.76 388.0 4,809.73 0.00 6,210.8 1 1 i , 1 1 , 1 1 . , , 1 1 • I 11 Pole : 82805 ATC Engineering Services CopynghtSemaenEngineeringSo lotions, Inc Location: Tigard -99, OR Y 9/2112004 10:30:36 a I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 10 Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) ��A Taper : 0.162039 (in/ft) X Load Case: Ice 80 mph - With Ice - Ice Thickness = 0.5 in 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 plied Forces Summary I Seg X Z Lateral Axial Lateral Moment Torsion Moment Elev Coord Coord FX ( -) FY ( -) FZ MX MY MZ (ft) (ft) (ft) (Ib) (Ib) (Ib) (lb -ft) (lb -ft) (Ib -ft) I 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 0.00 160.48 453.61 0.00 0.00 0.00 0.00 10.00 0.00 0.00 155.92 440.17 0.00 0.00 0.00 0.00 15.00 0.00 0.00 151.37 426.73 0.00 0.00 0.00 0.00 20.00 0.00 0.00 146.81 413.29 0.00 0.00 0.00 0.00 25.00 0.00 0.00 142.25 399.85 0.00 0.00 0.00 0.00 30.00 0.00 0.00 137.70 386.42 0.00 0.00 0.00 0.00 32.00 0.00 0.00 53.80 151.10 0.00 0.00 0.00 0.00 35.00 0.00 0.00 81.97 361.07 0.00 0.00 0.00 0.00 I 40.00 0.00 0.00 138.08 292.18 0.00 0.00 0.00 0.00 45.00 0.00 0.00 1,423.87 2,637.48 0.00 0.00 0.00 0.00 50.00 0.00 0.00 136.91 270.78 0.00 0.00 0.00 0.00 55.00 0.00 0.00 135.41 260.07 0.00 0.00 0.00 0.00 I 60.00 0.00 0.00 1,323.97 1,992.19 0.00 0.00 0.00 0.00 65.00 0.00 0.00 130.97 238.67 0.00 0.00 0.00 0.00 70.00 0.00 0.00 128.13 227.96 0.00 0.00 0.00 0.00 75.00 0.00 0.00 124.92 217.26 0.00 0.00 0.00 0.00 176.00 0.00 0.00 2,357.52 2,154.37 0.00 0.00 0.00 9,495.26 Totals: 6,930.07 11,323.19 0.00 0.00 0.00 9,495.26 1 1 1 1 1 1 1 1 • 1 1 Pole : 82805 ATC Engineering Services Copyright SemaanEngineenngSolutions, Inc Location: Tigard - 99, OR Y 9/21/2004 10:30:37 A I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 11 Shape : 18 Sides Base.Dia : 27.94 (in) Top Dia : 16.00 (in) ��A Taper : 0.162039 •(iNft) X 1 1 Load Case: Ice 80 mph - With Ice - Ice Thickness = 0.5 in 21 Iterations ust.Response Factor : 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 Iculated Forces and Deflections I Seg Lateral Axial Lateral Moment Torsion Moment X Z Total ; Elev FX ( -) FY ( -) FZ MX MY MZ Deflect Deflect Deflect Rotation (ft) (kips) (kips) (kips) (ft -kips) (ft-kips) (ft -kips) (in) (in) (in) (deg) 0.00 6.957 11.307 0.000 0.000 0.000 412.271 0.000 0.000 0.000 0.000 5.00 6.845 10.822 0.000 0.000 0.000 377.489 -0.142 0.000 0.142 -0.264 10.00 6.733 10.352 0.000 0.000 0.000 343.266 -0.559 0.000 0.559 -0.527 15.00 6.622 9.897 0.000 0.000 0.000 309.599 -1.252 0.000 1.252 -0.789 20.00 6.511 9.458 0.000 0.000 0.000 276.489 -2.217 0.000 2.217 -1.047 1 25.00 6.400 9.033 0.000 0.000 0.000 243.935 -3.449 0.000 3.449 -1.299 30:00 6.278 8.632 0.000 0.000 0.000 211.937 -4.942 0.000 4.942 -1.544 32.00 6.238 8.469 0.000 0.000 0.000 199.381 -5.610 0.000 5.610 -1.642 35.00 6.171 8.091 0.000 0.000 0.000 180.668 -6.688 0.000 6.688 -1.784 , 40.00 6.056 7.778 0.000 0.000 0.000 149.813 -8.676 0.000 8.676 ; -2.004 45.00 4.556 5.177 0.000 0.000 0.000 119.535 - 10.912 0.000 10.912 -2.255 50.00 4.426 4.896 0.000 0.000 0.000 96.756 - 13.397 0.000 13.397 -2.481 55.00 4.294 4.628 0.000 0.000 0.000 74.624 = 16.107 0.000 16.107 -2.683 60.00 2.883 2.695 0.000 0.000 0.000 53.153' - 19.011 0.000 19.011 -2.854 65.00 2.745 2.457 0.000 0.000 0.000 38.739 - 22.076 0.000 22.076 ' -2.993 70.00 2.609 2.232 0.000 0.000 0.000 25.013 - 25.272 0.000 25.272 , -3.104 75.00 2.474 2.020 0.000 0.000 0.000 11.969 - 28.564 0.000 28.564 -3.178 76.00 2.357 0.000 0.000 0.000 0.000 9.495 - 29.231 0.000 29.231 -3.188 I -/ I 1 1 .1 1 ; ' Pole : 82805 ATC Engineering Services Copy fight Semaan Engineering Solutions, Inc Location: Tigard -99, OR Y 9/21/2004 10:30:37 A Height : 76:00 (ft) Base Elev : 0.000 (ft) Page: 12 I Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) / A Taper : 0.162039 (in /ft) x Load Case: Ice 80 mph - With Ice - Ice Thickness = 0.5 in 21 Iterations ust Response Factor: 1.69 Effective Wind Speed : 69.28 (mph) Dead Load Factor : 1.00 Wind Load Factor : 1.00 Iculated Stresses ' Seg . Applied Stresses Allowable Elev Axial (Y) Shear (X) Shear (Z) Torsion Bending (X) Bending (Z) Combined Stress (Fb) Stress (ft) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) .Ratio _ 0.00 0.515 0.638 0.000 0.000 0.000 32.973 33.506 48.0 0.698 I 5.00 0.507 0.647 0.000 0.000 0.000 32.047 32.574 48.0 0.679 10.00 0.500 0.656 0.000 0.000 0.000 30.990 31.511 48.0 0.657 15.00 0.494 0.666 0.000 0.000 0.000 29.781 30.297 48.0 0.631 20.00 0.488 0.676 0.000 0.000 0.000 28.398 28.909 48.0 0.603 r 5.00 0.482 0.688 0.000 0.000 0.000 26.810 27.318 48.0 0.569 0.00 0.477 0.699 0.000 0.000 0.000 24.985 25.491 48.0 0.531 2.00 0.474 0.704 0.000 0.000 0.000 24.191 24.695 48.0 0.515 • 35.00 0.605 0.931 0.000 0.000 0.000 29.274 29.922 48.0 0.624 r 0.00 0.604 0.947 0.000 0.000 0.000 26.133 26.788 48.0 0.558 5.00 0.418 0.741 0.000 0.000 0.000 22.512 22.966 48.0 0.479 50:00 0.411 0.749 0.000 0.000 0.000 19.734 20.186 48.0 0.421 55.00 0.405 0.757 0.000 0.000 0.000 16.537 16.992 48.0 0.354 60.00 0.246 0.530 0.000 0.000 0.000 12.844 13.122 48.0 0.274 65.00 0.235 0.528 0.000 0.000 0.000 10.248 10.522 48.0 0.219 70.00 0.223 0.526 0.000 0.000 0.000 7.275 7.553 48.0 •0.157 75.00 0.212 0.524 0.000 0 :000 0.000 3.845 4.158. 48.0 0.087 - 76.00 0.000 0.505 0.000 0.000 0.000 3.114 3.234 48.0 0.067 1 1 1 I 1' 1 1 1 Pole 82805 ATC Engineering Services CopyfightSemaen Engineering Solutions, Inc t Location: Tigard -99, OR Y 9/21/2004 10:30:37 A I Height : 76.00 (ft) Base Elev : 0.000 (ft) Page: 13 ' Shape : 18 Sides Base Dia : 27.94 (in) Top Dia : 16.00 (in) f ., q Taper : 0.162039 (in/ft) x Load Case: No Ice 80 mph - No Ice 21 Iterations ust Response Factor : 1.69 Effective Wind Speed : 80.00 (mph) Dead Load Factor: 1.00 _ Wind Load Factor.: 1.00 alysis Summary ' Reactions Max Stresses Shear Shear Axial Moment Moment Moment Combined Allowable FX FZ FY MX MY MZ Stress Stress Elev Stress oad Case (kips) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (ksi) (ksi) (ft) Ratio o Ice 8.327 0.000 8.049 0.000 0.000 481.957 38.935 48.0 0.000 0.812 Ice 6.957 0.000 11.307 0.000 0.000 412.271 33.506 48.0 0.000 0.698 • 1 1 .1 .r�