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PROPERTY OWNER; ri prr r ,, - VERIZON WIRELESS JUN 1 4 1.. I 1 ve / %wireless TOWER OWNER; CITY OF TIGARD VERIZON WIRELESS (VAW) LLC d/b /o v ERIQ L[ NG UNISON ISONCl 5430 NE 122ND AVE PORTLAND. OR 97230 Drc.. ngs P•od,:cco 0. APPLICANTS; V VERIZON WIRELESS (VAW) LLC d/b /o VERIZON WIRELESS GAZLEY 5430 NE 122ND AVE PLOWMAN 4. , PORTLAND. OR 97230 ARCHITECTS 1\''....... 2701 NW 1'mylhn SITE DEVELOPMENT & PERMITTING; Suitt 761 ( URBAN WIRELESS INC Ponland, 97210 verjgj1 w i re l ess CONTACT. S SHANIN PRUSIA SOJ 2117800 WAY 10376 SE • PORTLAND, OR 97086 5032717803 Fax PHONE (503) 720 -7295 • I CONSTRUCTION MANAGEMENT `• 1 1 FL VERIZON WIRELESS _ I It IL 5430 NE 122ND AVENUE • •�: , 1A• PORTLAND. OREGON 97230 ro¢RAnAaRMO1 ARCHITECT; GAZLEY PLOWMAN ARCHITECTS 40F O‘ 2701 NW VA SUITE 764 POE T CONTACT: 8 0 DON X 239 12925 SW PACIFIC HWY TIGARD, OR 97223 C !rook • NM.N. I ►4: I m SITE ADDRESS: T1.0 TITLE SHEET f� PORTLAND, OREGON Z 12925 SW PACIFIC HWY T2.0 GENERAL NOTES SC LEGEND ( r- 11GARD, OR 97223 Al 0 OVERALL SITE PLAN v Q LAT 45' 25' 359' N A1.1 ENLARGED SITE PLAN OF OO a • r Q LO NG: 122' 46 47.4' W v O/ • 0 A2.0 ELEVATION 0 a Sly S41 AMSL 269' A3.0 ANTENNA DETAILS & STRUCTURAL NOTES O o w o • 41 JURISDICTION: a OF TIGA 0 3 CITY OF TIGARD • • _ M Q - �� 0 I c7 80 ZONING: Approved Go:e�C•y IRevso s N ® a GC— GENERAL COMMERCIAL Conditionally No Approved F. no. 11-028 WolidAr<L Tigard r OCCUPANCY; ry Pnrk Ti ; Q CI ` See L etter to: Follow.. Ont 08/00/11 CO N/A yu•M••••••••• [ ' 90 611/1.... CONSTRUCTION TYPE: Permit N �h ��l - •• , Drew -. eo of � N A 8 / cc:en by BD 4 Ada . • — Z , ►' F WOW 0 PROPERTY; By: �, „a v - PAR R• N/A B y : i� Date: 9,...,._ .. to�' SHEET INDEX PROJECT TEAM O` n , Q SITE • F . TITLE SIGNATURE OFFICE COPY DAT O ; no W°° y rP C°k Pere. g a 'et i3..0 n Oc;e ■ss,.cc ' COVS.'eG:On ® RF ENGINEER Prn,eC: :TIC z POR SW McDonald SI o PROJECT MANAGER TIGARD /99 12925 SW PACIFIC HWY ADA COMPLIANCE; TIGARD, OR 97223 ()RIVING DIRECTIONS. THE FACILITY IS UNSTAFFED AND UNOCCUPIED • FROM PORTLAND, TAKE I -205 S TO 1-5 N. TAKE EXIT 292 (HWY 217). TAKE RE SPECIALIST 5nee; :.:In TIGARD /99W (EXIT 6) AND TURN LEFT ON HOYT HWY 993W. PROCEED WEST ON 99W (SW PACIFIC HWY). SITE IS ON WESTSIDE OF HWY 99W, ONE BLOCK N PROJECT SUMMARY: TITLE SHEET SOUTH OF WALNUT STREET, BEHIND A SMALL STRIP MALL WITH A GREEN ROOF. THE PROJECT CONSISTS OF THE INSTALLATION AND / OPERATION OF REPLACEMENT PANEL ANTENNAS ON AN j„ EXISTING MONOPOLE WITHIN AN EXISTING WIRELESS PROPERTY OWNER V.; EQUIPMENT COMPOUND Sleet no T 1.0 VICINITY MAP PROJECT SUMMARY APPROVALS I GENERAL NOTES I SPECIAL INSPECTIONS: I LEGEND \- verIgwimiess 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN SYMBOLS INDEPENDENT SPECIAL INSPECTOR PER THE 2010 OREGON DETAIL No 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC STRUCTURAL SPECIALTY CODE (OSSC). SEE SHEET A3.0 FOR A LIST V DETAIL ROOM NAME ROOM NAME REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE OF REQUIRED INSPECTIONS. W REFERENCE LJ ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT. APPURTENANCES AND LABOR SHEET No. D•rw;nrs o•oo..cea By NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT D• D HEIGHT DRAWINGS. TO THE OWNER. ARCHITECT. STRUCTURAL ENGINEER, CONTRACTOR 0 BUILDING A.F.F. MARKER • AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. W7 SECTION 0707 FINISH GAZLEY ` 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE SPOT GRADE PLOWMAN JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 3. ANY MATERIAL WHICH FAIL TO MEET THE PROJECT SPECIFICATIONS . ARCHITECTS CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE '� ®, WALL SECTION -� EXI 2701 NW Vaughn ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. SPOT GRADE Ulu 761 ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR Portland. Or 97210 ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED ® DOOR 503 274 7800 • PROJECT MANAGER. COMPONENTS. O EXTERIOR NUMBER 5032747803 Far ELEVATION 4. THE CONTRACTOR SHALL RECEIVE. IN WRITING, AUTHORIZATION TO 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE ® .I TYPE WINDOW >• Pt PROCEED BEFORE STARTING WORK. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK . 1 PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED OA — - — GRID LINE Q NOTE `" iP 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 1 WALL .• •• SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR O TYPE REGULATIONS TAKE PRECEDENCE 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING ---- MATCH LINE EQUIPMENT 6 ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST Or TYPE �p UF � yolt ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH — WORK POINT CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE REVISION ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS. An. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL ©vt INTERIOR AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL ELEVATION APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL STRUCTURAL STEEL: SEE SHEET A3.0 AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST - EQUIPMENT SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY 4 NEW ANTENNA RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF 9- FIRE HYDRANT THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION LIGHT STANDARD WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE UTIUTY POLE 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS POLE GUY WIRE THAN 2 -A OR 2 -A1OBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. - I • 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR MATERIALS 0 PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON i 1 w I cn z SITE. I • •. I CONCRETE I - • • 1 EARTH ° 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR I CMU I 1 GRAVEL i a 3 • MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR . c.1 a W CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF I 1 BRICK I I SAND . o I � THE WORK. I - I GYPSUM WALLBOARD 17/ / ,' U/ I PLYWOOD No . Do:el By 1Revrs,ons 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES. ETC., In „n,,,rn BATT INSULATION I - - •-1 FINISH WOOD F.'c no 11 AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED Dole 08/011/11 DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER U �+-�•I RIGID INSULATION I X I WOOD (CONT.) AND /OR LANDLORD. I •• I STEEL � Uesrnrca Oy 80 I WOOD BLOCKING 0•c.•+ o;. RA11P 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND I - • • • I ALUMINUM I I EXISTING STRUCTURE CheY4C1: l'y 00 DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT 0 00 . 0.0: o, saw SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. UNE TYPES Dole 150,0 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN NEW WORK — ss — ss — SANITARY SEWER Dole s L.oc 10 WORKING DAYS OF PROJECT COMPLETION. - - DEMOLITION WORK — so — SD — STORM SEWER 7cr•,rr' Dote .50,.00 for — CENTERLINE — ro — ro — FLOOR DRAIN St.lic -g 08/08/11 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL — - - — PROPERTY / LEASE LINE — PD — _3 — ROOF DRAIN Dote ■ss,.eo SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. :or 80 BREAK LINE 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE - - - -100 - -- EXISTING CONTOUR — us — us — GAS o r e Col s: LATEST REVISION. ----- NEW CONTOUR — w — w — WATER 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL — w — HOT WATER r'ro :.110 EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT — . — ,. — EXISTING CHAIN LINK FENCE -- rn -- -. co -- COLD WATER THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF a o o EXISTING WOOD FENCE POR REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF — ■ — 0 — CHAIN LINK FENCE — A — • — ANTENNA COAX CABLE TIGARD /99 o THIS WORK. — 0 — c — GROUND 12925 SW PACIFIC HWY 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE — P — P— POWER — GEN — DEN — GENERATOR TIGARD. OR 97223 REPLACED OR REPAIRED TO MATCH EXISTING. — T — T — TELCO — E — E — ELECTRICAL CONDUIT — PUT — PUT — POWER & TELCO — C — C — CONDUIT • — 0E— 0E— UNDERGROUND ELECTRICAL Sheet tale GENERAL NOTES - - O.rP -- - OVERHEAD POWER AND LEGEND - - 0.1 - - OVERHEAD TELCO — — 0.. — — OVERHEAD — S•ree; co T2.0 • / \ ,\ ` ul il e U 1'1 11 '1 EXISTING / \ J I�I; � I V @r%�wireless \ I \ `,\ / " \ q� •,�T S �II I \ / \ T �eFT \ J D �•ys r,00ucen 3 �r / ADJACENT ZONING; - , \ / A ffil I I I ZONE: GC (GENERAL COMMERCIAL) / ( / ( , ' \ III JURISDICTION: CITY OF TIGARD PLO ( � ) / • � I ! I I / '" ARCHITECTS I 2701 NW Vaughn `, ✓ � I ? / ADJACFNT ZONING; , / / I ' 91 " 7 � � \ Portland. Or 97210 �t./.11�III 'VII ZONE: R (RESIDENTIAL) \/ �JII ' 'I II / \ w327 +7eao • 1 i11ij JURISDICTION: CITY OF TIGARD ^` '1 1 11 / \ 503 274 7903 Fax ' P 11 � 11 I I I , EXISTING 11 11 1 \ +�" C 1� 1 �I'1, 1,11 / 1 MARKET 1 / ADJACENT ZONING; 1 11 \. �� Y.Y. 1. / \jh / ZONE. GC (GENERAL COMMERCIAL) ,I 11 °A 1 �(11i 11��1 / •' \` I I �I /� JURISDICTION: CITY OF TIGARD x ,1 1 ' !;1 1 1 1 � T1O N � / VVV 11 , / 11 I °AEOo ` '�Il, EXISTING ll , \ � i j j I / \ I I I EXISTING CAS I I �' OF 0 �� • N. �JI / BU DINGNT 1� 11 ?� • % /'" \ �''I, / ' \ � STATION ,; ' / sk I 11 / ' ry:. '\,,' \ `VIII ICI /" ® VERIZON WIRELESS I 11 `� ,' \ \ / PROJECT AREA, SEE I Jl �l l i lly COQ 4' / / TONING; `) ENLARGED SITE PLAN I Q � \ ZONE: GC (GENERAL COMMERCIAL) � A Pp� \ / / ' : JURISDICTION: CITY OF TIGARD �E , f IJ 111 1 ,, iz� /� ' \ • / /� III 1 < , J , ADJACFNT ZONING, / / , 1111 r n'� \ S ' ZONE' GC (GENERAL COMMERCIAL) fi r - ‘.... <- JURISDICTION: CITY OF TIGARD \ / r /� SC ) � • ,�� :..N. \ \ /, • III 1 1 V K) � t \ `` f' ^�� \ ii 1 �� r / \ : '' ll � I III I I 1'J 1y /, `` / / . \f � PROPOSED �� j F ;� ; \ ' EXISTING UUU \ / / �i � EXISTING . \ 1 , > ROUTE / / i ' j ) ,, j o �1 APARTMENT / 1/ \/ / ' LY C , o w I I r / '� PARKING 41141 '' I OF ACCESS `,\ / r t �_ ,'y t• �• , \ a " 11 11 ' BUILDING I 1 !. /` ^� i \ / i • \ , ``�' r ( f.� ) • I II, dill ), / / 1 / , III j �� ti ) 5 •� ``` \ / / / ? 111 1' L . j r � : 1 o I • c (I J'' I' � `,l / rfl - I i ' � / G ay F , ) 10c:41Si I I' I � � Y , 1 7l I / P 4L 4C g lilt , , / \ ' '!`, � I I I 1 1 • • `w... Foe ro 11 7 r" \ / i i Dc:c 08/09/11 r / ', ', k.. ') E XISTING / \ i I I ` � C J ARBORVITAE `` ` \! . EXISTING 11 \ \\ ` DesSren ov BD ■ , ' ' \'('- - ,1 1 ` \, --- "-< I / / C , • %. j 'I I COMMERCIAL L� \./ -l1 Mc...-. cv RAMIP 17 / 4 / r C,c eo ick ,) C B UILDING Jl \ / \°,/ C �� j / /' / ', 1� \ G F / � � ' - , /( �_ / ) : . -I II I '� / c °Q QP / ; / 3 ' •� ( L ) 1, 7'1 ,, , ,I \ \ � � / Oct,: .ss,c•: !or C � ., C � :<.. � 4 ( � JA ...N,,-N.,:, V I / / on:. ( . ss .c: ` 'o . /' C a' ( , ` , -,:„...,/,:_,-. , I 11 1,, '/ \ ' 3 Pi:dc °e 08/09/11 / ` 1 . �� } / s -< _ q e /p \ ' / /� ADJACENT ZONING; Do:• ss ea y ? / 1 t /y �, / / ZONE: GC (GENERAL COMMERCIAL) for CO, ::c..00. /' Y ADJACFNT ZONING; J /L JURISDICTION' CITY OF TIGARD \; r �i x � /> ` es / / ' Y ), c) r ; ZONE: GC (GENERAL COMMERCIAL) / JURISDICTION: CITY OF TIGARD /� `\ / r :Ale � ,. , POR / C 5 / �w • \ /� PG G� y TIGARD /99 \ / u 12925 SW PACIFIC HWY //J EXISTING UTILITY _ / 0 4 , � / ' TIGARD. OR 97223 POLE W/ BUCKET TRANSFORMER • T OPOE # SD 5 / TN 0 She :,:'e /� O VERALL SITE / ,' PLAN / / / 5ncer no / z2xaa SCALE: 1' a 20' -0' OVERALL SITE PLAN 11x17 s 1 40' -0 1 I / / / i c A ) ---->- <-,-,-, 7-( / i r--- (— �� �� \ •�� J / VE' /% Wireless /. _ 1 C � ' /� C ) o Oro.^cs „ce , (( C � 1/ \ Yr.r— / / ® 1 /� / ) PLOWMAN / ARCHITECTS • . / j ! / �J .) J GAZLEY J v 01. W,.d �1a Suite 761 I I ( / EXIS TING AC PAVED Ponlad, Or 97210 ,____...„ \_____. .) ._. I \"------•"/ ��\ " Q._, `� �� / \ PARKING LOT 50327'7800 f /•• \� t, ^ / 503 271 7803 Fax • ' / 1 . ; ---, EXIST BUILDING I I _� ` I / ) �� \ ` I 1 �� I / \ C /,• J ) / \ E QUIP. - \ . \ \ J }• EQUIP. AREA • 11 R ..i: .:10k—• \_ )) ) \ EXISTING FENCED COMPOUND � OF Q / / I \ / / ‘‘ c .....____ ' (N.— ' i a Q / j I / Q� e �Q %' v + / • � � � \ �, , \ ,' EXIST. GENERATOR . / / \ - \± 1\ (./:>_''' _'' \ 1 ( / ‹/ • e , / 1 REPLACED (6) VERIZON //I ) j i / WIRELESS PANEL ANTENNAS ON ___:\ I \ ' / �\ / EXISTING 60' -0' MONOPOLE © / ` \ // EXISTING GATE .... / `, \l1 � \ \ \ BUILD NG EQUIP. \ / I Y o / J / F `\\ \ / / p W U LA. '? (. / \ �, \ \. 7/ / I M a o ' ``\ FDIC no 11 — Q'j8 / J /� /� Coto 08/06/11 1 \ _ Ues.sr.d ay BD ) )...,\\ � � 1 h � � ` \ � N . . 7 c..ca by 6D � ) \ ' 4 �i ��' � - .( 1 ` / } I � \ ), < \ /� I \ Dote ,_;�cc (__,,\,,,,,,,,\( _,,, „..._____.) Dote isst.co In. ‘, . --) ' )) .. /(//, __„_.,,_) c., ,, , (7 . ....„)/,\._...„..,\____ Dote .ss,.ec • for Ccns.,c;wn \� `�.t PI N I a,e:: :,le �,� ,. A \ POR y , I TIGARD /99 / I 1 SW PACIFIC HWY 2 925 ` � � � ` �\ iIGARO. OR 97223 \ NOTE ,, \ I PROVIDE NEW LTE EQUIPMENT RACKS WITHIN S nee. ,•: e • / \ , / I SHELTER. VERIFY QUANTITY AND LOCATION \ EN LARGED C SHELTER. \ / , \ , , ZON CM TN N I IAN SITE PLAN / C 11 I \ \ I Sheol no ENLARGED SITE PLAN 22 ;; 1 ;;e •:,1_o' L! Al . 1 ver /wireless D•(:■ ngs P■ooucco 2, • GAZLEY PLOWMAN v ARCHITECTS • 2701 NW Vaughn SaIlc 764 Ponlanq 07 97210 503 274 7800 503 274 7803 Fax 1 n fi<A L `I I► h a 90YRAlm.0i39D9 = REPLACED (4) VERIZON WIRELESS ' OF Q \ 1 . il PANEL ANTENNAS (2 PER SECTOR, \ Lill I TYPICAL OF 2 SECTORS) AND (4) I EXISTING PANEL ANTENNAS a VW il,/ \ i\i A h,'` EXISTING 80' MONOPOLE \ If. i f// ) \ l I REPLACED (2) VERIZON WIRELESS 7 S 4 \ , / PANEL ANTENNAS AND (2) EXISTING i ( �j 1 \ PANEL ANTENNAS o CO i x 4:2 k Ill I L 7/ ` z \ \ ID / � � r IUo:ei Dy i tev stops t \ F:c n. 11-020 EXISTING BUILDING , BEYOND ( 7, (J[/ \ / :\tA\\ Data 08/09/11 /n 1 / l / Ues.gner. oy 90 v EXISTING EQUIPMENT SHELTER 1 1/ fncc by Bp � f F V Y \ / - 1 . 1 . \ 1 \I ( �N Dc1c ;..ca „I, � /41, / \i 1 ;i ill u cc lo• F == I ill 7 Io, , r 08/09/11 � I Dote .s ca ' ti.. '. G • v' x,E .I can.:• .; on I v Y.,vty d POR TIGARD /99 12925 SW PACIFIC HWY . TIGARD. OR 97223 • S•ee. ..re ELEVATION Snect no WEST ELEVATION 22534 SCALE ' /i; 6 � =o 1 A2 •o • NEW PANEL ANTENNA lj v ; � ANTENNA ak NEW ANNNA PIPE MOUNT. LENGTH AS REQUIRED FOR I nY Yetl PANEL ANTENNA • EXISTING SWING ARM I I _ _ EXIST. RING MOUNT \ _- -f- I._ = \ P � ' A - I \ \ • � COAX S AT \ \\ , D •c. r•oe„oc- • . 3' -0' O.0 MAX .. % GAZLEY L �- I -- I II I -1 1 I ),,,.c, / PLOWMAN i, - - . ARCHITECTS a-- --- a- a -- -- - - - e ✓ - --- - a -- - -- a 2701 NW Vm& • Suur 764 � � Portland. Or 97210 NEW COAX 503 271 7800 503 v+ 7803 Far J • I CABLE - r AA I NEW DIN CONNECTION __ EXIST COAX PORT . N - r d . ' re , • NEW 1/2' COAX JUMPER „ 111A11A11 . I 10" MIN. RADIUS ON COAX EXISTING ANTENNA ARRAY 0 44' -0 TIP HEIGHT. NFW ANTENNA ARRAY 0 44' -0" TIP HEIGHT, „ OF 0 `v ■ II I JUMPER ''CC ' EXIST MONOPOLE I • ANTENNA MOUNTING 2204 SCALE: NTS 1 2 �' 11•17 SCALE. NTS GENERAL STRUCTURAL NOTES; 1 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. `300. / --. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. I ----,, 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY ) a STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC, UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF I , / ANY ADDITIONAL PIPES. DUCTS, ETC. / \��1 \ // ��•�- / 1 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION 1 / /�� j\ \ , OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO �h�� //// / / � ; NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS AND THE ARCHITECT/ ENGINEER HARMLESS j - - ".a- -. _- 'i - - -- o o FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. EXCEPTING FOR LIABILITY ARISING I a s L L] a - I] I FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHITECT /ENGINEER. a b t 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE w NEW PANEL ANTENNA z • CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH a I o I w o . MEASURES SHALL INCLUDE. BUT NOT BE LIMITED TO BRACING. SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT. TEMPORARY STRUCTURES, AND C PARTIALLY COMPLETED WORK, ETC OBSERVATION VISITS TO THE SITE BY THE ARCHITECT /ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. I N i a 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. „ I ,. . I c z 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE EXISTING ANTENNA ARRAY 8' 84' -0 TIP HFIGHT, NEW ANTENNA ARRAY W 84' -O TIP HEIGHT, III No IuotelDy Ikews.ons FOOT. PROVIDE ADEQUATE SHORING /BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. F•L • 11-026 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM Dcto 06/69 /1t DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. ANTENNA PLAN 2204 SCALE: NTS I I Des sred ov 11x17 SCALE: N15 BD u�o "- Di RAi1T 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. Cnec,eo by R' 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. SECTOR QUANTITY MODEL TIP HEIGHT AZIMUTH DIMENSIONS WEIGHT COAX SIZE OF COAX noo c0 by so 1 1 ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I E . DRYWALL. PLYWOOD. CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING ALPHA 2 ANTEL LPD- 7905/8 44' 60' 5 1'w x 9 6 'd x 94 5"I 48.7 lb 7/8 2 PER ANT 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: D-;e .ss,.co A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ALPHA 1 CSS XP18 - o 60 8.7'r x 4.1'd x 69.11 15.5 lb 4x DIM Dc:a ,s..ec o ALPHA 1 ANTEL BXA- 70083 8CF 44' 60' 11 x 5. 110 or B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT /ENGINEER, AND OTHER DESIGNATED PERSONS. ALL 1 ° d x 94.61 24 lb 7/8 REUSE PCS °c : :c; s , 'e-ri 1 06/09/t DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN. IF UNCORRECTED. TO THE Dote ,as..oa PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. BETA 2 ANTEL LPD - 7905/8 84' 180' 5.1'w x 9.6'd x 94.5'I 48.7 lb 7/8' 2 PER ANT Dc:e lss.,ec C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING BETA 1 CSS XP18 - 83' 180' 6.7'r x 4.1 x 69.11 15.5 lb 4x DIPL)L 'c• Cols.•„c.,on SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. BETA 1 ANTEL BXA 70083 - 8CF 84' 180' 11.2'. x 5.1'd x 94.81 24 lb 7/8" REUSE PCS n'o ` D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS POR GAMMA 2 ANTEL LPD - 7905/8 84' 300' 5 1 x 9.6'd x 94.5 48.7 lb 7/8° 2 PER ANT TIGARD /99 STANDARD STRUCTURAL STEEL NOTES; _ 1 . ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM Al23- Al23M -02 UNLESS NOTED OTHERWISE. GAMMA 1 CSS XP18 - 83' 300 8.7'. x 4.1'd x 89.11 15.5 lb 4x DIM 12925 SW PACIFIC HWY TIGARD, OR 97223 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500. GRADE A OR A501 ' 3 ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, GAMMA 1 ANTEL BXA 70083 - 8CF 84' 300' 11.2". x 5.1'd x 94.61 24 lb 7/B REUSE PCS l• PROVIDE THE MINIMUM SIZE PER TABLE J2 4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION'. 9TH EDITION nee: :..le 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. ANTENNA 5. NON - STRUCTURAL CONNECTIONS FOR HANDRAIL. LADDERS AND STEEL GRATING MAY USE 5/8 DIA. GALVANIZED ASTM A307 BOLTS U.N.O. NOTE: DETAILS & REPLACED ANTENNAS SHOWN IN BOLD SPECIAL INSPECTIONS: STRUCTURAL 1. NONE REQUIRED. NOTES no 22x34 SCALE: NTS 11,1 SCALE: NTS 3 A3 . 0 GENERAL STRUCTURAL NOTES 11x17 S CALE : NTS 14 ANTENNA CONFIGURATION ii . _ . REcE JUN 142011 AMERICAN TOWER® COLD OF DIVISION BU Structural Analysis Report Structure : 76 ft Summit Monopole ATC Site Name : Tigard/99, OR ATC Site Number : 82805 Proposed Carrier : Verizon Carrier Site Name : POR Tigard99 Carrier Site Number : PV 353 County : Washington Eng. Number : 47013821 1. . Date : April 13, 2011* Usage : 79% Pole Shaft, 92% Anchor Bolts Portholes Required : No Submitted by: Avery Design e B Long, Er.l. � ��a P % 410' 77528PE qv_ e • Net I.mov fl 147 I) American Tower Engineering Services 400 Regency Forest Drive Cary, NC 27518 Phone:919- 468 -0112 Eng. Number 47013821 April 13, 2011 Page 1 Introduction The purpose of this report is to summarize results of the structural analysis performed on the 76 ft Summit Monopole located at 12925 SW Pacific Hwy., Portland, OR 97223, Washington County (ATC site #82805). The tower was originally designed and manufactured by Summit (Job #A29296- 405, dated November 25, 1996). Analysis The tower was analyzed using Semaan Engineering Solutions, Inc., Software. Basic Wand Speed: 94.5 mph (3- Second Gust) Radial Ice: 50.0 mph (3- Second Gust) w/ 1 ' "ice Code: 11A-222-G/ 2009 IBC /2010 Oregon Structural Specialty Code Antenna Loads The following antenna loads were used in the tower analysis. Existing Antennas Elev. Qty Antennas Mount Coax(m) Carrier (ft) 76.0 1 GPS T-Arms (1)1/2 Verizon 9 Kathrein 742 264 3 Powerwave P65- 17- XLH -RR - 3 Lucent 9442 RRH AWS (18)15/8 60.0 3 Lucent 9442 RRH 700 MHz T -Arms 019 AT &T Mobility 1 Raycap DC6- 48- 60 -18-8F (1) IOrren 12 Powerwave LGP21401 18 Kathrein 860 10025 Proposed Antennas Elev. Qty Antennas Mount Coax (in) Carrier (ft) 2 Antel BXA- 70063 -8CF 76.0 2 CSS XPI8 -80-0 T -Arms (8)158 4 ClearComm CCDP -565 -1 W 4 Antel LPD- 7905/8 1 Antel BXA - 70063 -8CF Verizon 45.0 2 ClearComm 65 -I W Low Profile Platform (4)78 2 Antel LPD- 7905/8 Install proposed coax inside monopole. Eng. Number 47013821 April 13, 2011 Page 2 Results The maximum structure usage is: 92% Additional exit and/or entry ports may be required to accommodate the running of the proposed lines to the proposed antennas. These additional ports may not be installed without installation drawings providing the location, size and welding requirements of each port. To ensure compliance with all conditions of this structural analysis, port installation drawings shall be provided by American Tower's Engineering Department under a subsequent project. Original Design Factored Design Analysis % Pole Reactions Reactions Reactions* Reactions �o of Design Moment (ft -kips) 600.0 810.0 652.2 81 Shear (kips) 11.0 14.9 12.8 86 * The design reactions are factored by 1.35 per TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are less than those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Conclusion Based on these analysis results, the structure meets requirements per the TIA -222 -G standard, the 2010 OSSC and the 2009 IBC. The tower and foundation can support the existing and proposed antenna and transmission line loading as described in this report. If you have any questions or require additional information, please call 919 - 466 -5069. Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: -- Information supplied by the client regarding the structure itself, the antenna and feed line loading on the structure and its components, or other relevant information. -- Information from 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 absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes specified by the client, and wre 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 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. 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 information we supply. Job Information Pole : 82805 Code: ANSI/TIA -222 Rev G Description : 76' Summit Monopole Struct Class : II Client : Verizon Exposure : B Location : Tigard -99, OR Topo : 1 Shape : 18 Sides Base Elev (ft): 0.00 Copyright Semaan Engineering Solutions, Inc Height : 76.00 (ft) Taper: 0.162039(in /ft) S ections Properties Diamete (in) Overlap Steel 76 -0" Shaft Length Accross Flats Thick Joint Length Taper Grade 11 [ S (tt) Top Bottom (in) Type (in) (in /ft) (ksi) 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 Discrete Appurtenance Attach Force Elev (ft) Elev (ft) Qty Description 76.000 76.000 2 Antel BXA- 70063 -8CF 76.000 76.000 2 CSS XP18-80-0 60.-0" 1 76.000 80.000 4 Antel ClearComm PD 7 5 8 -565 -1 W J 76.000 80.500 1 GPS 76.000 76.000 3 Flat T -Arm 60.000 60.000 9 Kathrein 742 264 60.000 60.000 3 Powerwave P65- 17- XLH -RR 44-0 60.000 60.000 3 Lucent 9442 RRH AWS 3/16" Thick 60.000 60.000 3 Lucent 9442 RRH 700 MHz (60 KSI) 60.000 60.000 1 Raycap DC6-48 -60 -18-8F 60.000 60.000 12 Powerwave LGP21401 60.000 60.000 18 Kathrein 860 10025 45' -0" 60.000 60.000 3 Round T -Arm 45.000 45.000 1 Antel BXA- 70063 -8CF 45.000 45.000 1 CSS XP18 -80-0 45.000 45.000 2 ClearComm CCDP- 565 -1W 45.000 45.000 2 Antel LPD- 7905/8 _ 45.000 45.000 1 Flat Low Profile Platform 76' -0" Linear Appurtenance 35' -0" Elev (ft) Exposed From To Description To Wind 0.000 45.000 718" Coax No 36" 0.000 60.000 1 5/8" Coax Yes 32' 0" 0.000 60.000 1 518" Coax Yes .--] 0.000 60.000 10mm Coax Yes 0.000 60.000 19.2mm Coax Yes 0.000 60.000 3/8" Coax Yes 0.000 76.000 1 5/8" Coax No 0.000 76.000 1/2" Coax No 35' -0" 1/4" Thick Load Cases (60 KSI) 12D + 1.6W 94.50 mph with No Ice 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 1.00 + 1.0W 60.00 mph Serviceability Reactions Moment Shear Axial Load Case (Kip -ft) (Kips) (Kips) 1.2D + 1.6W 652.22 12.80 12.03 0'0" 0.9D + 1.6W 647.33 12.78 9.01 i I 1.2D + 1.0Di + 1.0Wi 194.52 3.51 36.44 1.0D + 1.0W 165.60 3.28 10.06 • Dish Deflections Attach Deflection Rotation Load Case Elev (ft) (in) (deg) 1.0D + 1.0W 0.00 0.000 0.000 76' -0" 60'-0" 0—c 0 44' -0" 3/16° Thick (60 KSI) 45-0" li mm i nimi 76' -0" 35-0" 36" 32'-0" 35-0" 1/4" Thick (60 KSI) Load Case : 1.2D + 1.6W Max Ratio 78.63% at 0.0ft 0.02 75.000 1 100 008 70.000- 0 13 65 000 017 60.000 • 55.000 50.000 9 43 45.000 053 10 000 0 62 5.000 32.000 '0 52 30.000 0 57 25.000 062 20.000 • 0ti6 15.000 071 10.000 0 75 5.000 • 079 0.000 f 0.02 0.07 0.120.17 022 0.270.32 037 0A2 0A70.52 0.57 0.820.67 0.720.770.82 a87 0.920.L 00 Interaction Pole: 82805 Code: ANSI/M Rev G Copyflght Semaan Engineering Solutions. Inc Y 4/13/2011 6:12:45 Ph Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 1 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Shaft Section Properties • Slip Bottom Top Sect Lenath Thick Pv Joint Joint Weiaht Dia Elev Area Ix Wit Olt Dia Elev Area Ix Wit D/t Taper Num (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (sqin) (in "4) Ratio Ratio (in) (ft) (sqin) (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 2 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 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Rev Weight CaAa CaAa Weight CaAa CaAa From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 76.00 Antel BXA- 70063 -8CF 2 24.00 10.670 0.83 415.37 13.258 0.84 0.000 0.000 76.00 CSS XP18 -80-0 2 15.00 4.870 0.75 199.12 6.795 0.80 0.000 0.000 76.00 ClearComm CCDP -565 -1 W 4 5.50 0.520 0.50 41.43 0.971 0.50 0.000 0.000 76.00 Antel LPD- 7905/8 4 48.70 9.410 0.86 411.95 12.005 0.87 0.000 4.000 76.00 GPS 1 10.00 1.000 1.00 82.27 1.223 1.00 0.000 4.500 76.00 Flat T-Arm 3 250.00 12.900 0.67 576.10 25.660 0.67 0.000 0.000 60.00 Kathrein 742 264 9 36.40 5.180 0.78 253.50 6.440 0.80 0.000 0.000 60.00 Powerwave P65- 17- XLH -RR 3 59.00 11.460 0.80 477.57 14.027 0.81 0.000 0.000 60.00 Lucent 9442 RRH AWS 3 43.00 2.510 0.82 170.60 3.191 0.83 0.000 0.000 60.00 Lucent 9442 RRH 700 MHz 3 51.00 2.490 0.94 201.77 3.129 0.95 0.000 0.000 60.00 Ravcap DC6 -48 -60 -18 -8F 1 31.80 1.470 0.50 190.29 3.240 0.50 0.000 0.000 60.00 Powerwave LGP21401 12 14.10 1.290 0.50 76.21 1.850 0.50 0.000 0.000 60.00 Kathrein 860 10025 18 1.20 0.180 0.50 23.58 0.547 0.50 0.000 0.000 60.00 Round T -Arm 3 250.00 9.700 0.67 568.48 22.263 0.67 0.000 0.000 45.00 Antel BXA- 70063 -8CF 1 24.00 10.670 1.00 389.75 13.118 1.00 0.000 0.000 45.00 CSS XP18 -80 -0 1 15.00 4.870 1.00 185.63 6.690 1.00 0.000 • 0.000 - 45.00 ClearComm CCDP -565 -1W 2 5.50 0.520 0.50 38.33 0.937 0.50 0.000 0.000 45.00 Antel LPD - 7905/8 2 48.70 9.410 1.00 387.85 11.869 1.00 0.000 0.000 45.00 Fiat Low Profile Platform 1 1500.00 26.100 1.00 2459.30 54.368 1.00 0.000 0.000 Totals 75 4461.40 5709.20 Number of Loadings : 19 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed (ft) (ft) Description (in) To Wind 0.00 76.00 (8) 1 5/8" Coax 0.00 N 0.00 76.00 (1) 1/2" Coax 0.00 N 0.00 60.00 (6) 1 5 /8" Coax 5.94 Y 0.00 60.00 (12) 1 518" Coax 3.96 Y 0.00 60.00 (1) 10mm Coax 0.00 Y 0.00 60.00 (2) 19.2mm Coax 0.00 Y 0.00 60.00 (1) 3 /8" Coax 0.00 Y 0.00 45.00 (4) 718" Coax 0.00 N Pole : 82805 Code: ANSIITIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/20116:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 2 Shape: 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (iNft) Base Elev : 0.000 (ft) z/ Segment Properties (Max Len : 5ft) Seg Top Flat Elev Thick Dia Area lx Wit D/t Fy S Weight • (ft) Description (in) (in) (in "2) (inA4) Ratio Ratio (ksi) (1n3) (lb) 0.00 0.2500 27.940 21.971 2,128.4 18.30 111.76 74.5 150.0 0.0 5.00 0.2500 27.130 21.328 1.947.0 17.72 108.52 75.1 141.4 368.3 10.00 0.2500 26.320 20.685 1.776.2 17.15 105.28 75.7 132.9 357.4 15.00 0.2500 25.509 20.043 1.615.7 16.58 102.04 76.2 124.7 346.5 20.00 0.2500 24.699 19.400 1.465.1 16.01 98.80 76.2 116.8 335.5 25.00 0.2500 23.889 18.757 1.324.3 15.44 95.56 76.2 109.2 324.6 30.00 0.2500 23.079 18.114 1.192.7 14.87 92.32 76.2 101.8 313.7 32.00 Bot - Section 2 0.2500 22.755 17.857 1,142.6 14.64 91.02 76.2 98.9 122.4 35.00 Top - Section 1 0.1875 22.644 13.364 851.4 19.88 120.77 72.9 74.1 318.2 40.00 0.1875 21.833 12.882 762.6 19.12 116.44 73.7 68.8 223.3 45.00 0.1875 21.023 12.399 680.1 18.36 112.12 74.4 63.7 215.1 50.00 0.1875 20.213 11.917 603.8 17.60 107.80 75.2 58.8 206.9 55.00 0.1875 19.403 11.435 533.4 16.84 103.48 76.0 54.2 198.7 60.00 0.1875 18.593 10.953 468.8 16.07 99.16 76.2 49.7 190.5 65.00 0.1875 17.782 10.471 409.6 15.31 94.84 76.2 45.4 182.3 70.00 0.1875 16.972 9.989 355.5 14.55 90.52 76.2 41.3 174.0 75.00 0.1875 16.162 9.507 306.5 13.79 86.20 76.2 37.4 165.8 76.00 0.1875 16.000 9.410 297.3 13.64 85.33 76.2 36.6 32.2 4,075.3 • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Y 4/13/2011 6:12:45 P11 Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 3 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) v Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 - Dead Load Factor : 1.20 Wind Load Factor : 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 15.203 16.72 186.92 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.203 16.72 181.50 1.200 • 0.00 5.00 11.650 13.98 374.1 0.0 442.0 10.00 1.00 0.70 15.203 16.72 176.08 1.200 * 0.00 5.00 11.307 13.57 363.1 0.0 428.9 15.00 1.00 0.70 15.203 16.72 170.66 1.200 * 0.00 5.00 10.964 13.16 352.0 0.0 415.8 20.00 1.00 0.70 15.203 16.72 165.24 1.200 • 0.00 5.00 10.621 12.75 341.0 0.0 402.6 25.00 1.00 0.70 15.203 16.72 159.82 1.200 * 0.00 5.00 10.279 12.33 330.0 0.0 389.5 30.00 1.00 0.70 15.216 16.73 154.47 1.200 * 0.00 5.00 9.936 11.92 319.3 0.0 376.4 32.00 Bot - Section 2 1.00 0.71 15.499 17.04 153.71 1.200 * 0.00 2.00 3.878 4.65 127.0 0.0 146.9 35.00 Top - Section 1 1.00 0.73 15.901 17.49 152.36 1.200 • 0.00 3.00 5.810 6.97 195.1 0.0 381.9 40.00 1.00 0.76 16.519 18.17 152.26 1.200 * 0.00 5.00 9.409 11.29 328.3 0.0 267.9 45.00 Appertunance(s) 1.00 0.78 17.085 18.79 149.10 1.200 * 0.00 5.00 9.066 10.88 327.1 0.0 258.1 50.00 1.00 0.81 17.607 19.36 145.53 1.200 * 0.00 5.00 8.723 10.47 324.4 0.0 248.2 55.00 1.00 0.83 18.093 19.90 141.61 1.200 • 0.00 5.00 8.381 10.06 320.2 0.0 238.4 60.00 Aooertunance(s) 1.00 0.8518.548 20.40 137.39 1.200 * 0.00 5.00 8.038 9.65 314.9 0.0 228.5 65.00 1.00 0.87 18.977 20.87 132.92 0.650 0.00 5.00 7.695 5.00 167.1 0.0 218.7 70.00 1.00 0.8919.383 21.32 12R.21 0.650 0.00 5.00 7.352 4.7R 163.0 0.0 208.9 75.00 1.00 0.91 19.769 21.74 123.30 0.650 0.00 5.00 7.009 4.56 158.5 0.0 199.0 76.00 Appertunance(s) 1.00 0.91 19.844 21.82 122.29 0.650 0.00 1.00 1.361 0.88 30.9 0.0 38.6 *= Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,536.0 0.0 4,890.3 • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/1312011 6:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 4 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) U X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) • Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 . Dead Load Factor : 1.20 Wind Load Factor : 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (it) (Ib) (lb -ft) (lb -ft) (Ib) 45.00 Antel BXA- 70063 -8CF 1 17.085 18.793 0.80 0.80 8.54 0.000 0.000 256.67 0.00 0.00 28.80 45.00 CSS XP18 -80 -0 1 17.085 18.793 0.80 0.80 3.90 0.000 0.000 117.15 0.00 0.00 18.00 45.00 ClearComm CCDP- 2 17.085 18.793 0.40 0.80 0.42 0.000 0.000 12.51 0.00 0.00 13.20 45.00 Antel LPD- 7905/8 2 17.085 18.793 0.80 0.80 15.06 0.000 0.000 452.72 0.00 0.00 116.88 45.00 Flat Low Profile Pla 1 17.085 18.793 1.00 1.00 26.10 0.000 0.000 784.80 0.00 0.00 1,800.00 60.00 Kathrein 742 264 9 18.548 20.403 0.62 0.80 29.09 0.000 0.000 949.66 0.00 0.00 393.12 60.00 Powerwave P65 -17- 3 18.548 20.403 0.64 0.80 22.00 0.000 0.000 718.29 0.00 0.00 212.40 60.00 Lucent 9442 RRH AWS 3 18.548 20.403 0.66 0.80 4.94 0.000 0.000 161.25 0.00 0.00 154.80 60.00 Lucent 9442 RRH 700 3 18.548 20.403 0.75 0.80 5.62 0.000 0.000 183.38 0.00 0.00 183.60 60.00 Raycap DC6-48- 60 -18- 1 18.548 20.403 0.40 0.80 0.59 0.000 0.000 19.20 0.00 0.00 38.16 60.00 Powerwave LGP21401 12 18.548 20.403 0.40 0.80 6.19 0.000 0.000 202.14 0.00 0.00 203.04 60.00 Kathrein 860 10025 18 18.548 20.403 0.40 0.80 1.30 0.000 0.000 42.31 0.00 0.00 25.92 60.00 Round T -Arm 3 18.548 20.403 0.50 0.75 14.62 0.000 0.000 477.35 0.00 0.00 900.00 76.00 Antel BXA- 70063 -8CF 2 19.844 21.829 0.66 0.80 14.17 0.000 0.000 494.89 0.00 0.00 57.60 76.00 CRS XP18 - 80 - 0 2 19 644 21.629 0.60 0.80 5.84 0.000 0.000 204.11 0.00 0.00 36.00 76.00 ClearComm CCDP- 4 19.844 21.829 0.40 0.80 0.83 0.000 0.000 29.06 0.00 0.00 26.40 76.00 Antel LPD - 7905/8 4 20.137 22.151 0.69 0.80 25.90 0.000 4.000 917.80 0.00 3.671.20 233.76 76.00 GPS 1 20.173 22.190 0.80 0.80 0.80 0.000 4.500 28.40 0.00 127.82 12.00 76.00 Flat T -Arm 3 19.844 21.829 0.50 0.75 19.45 0.000 0.000 679.19 0.00 0.00 900.00 6,730.86 5,353.68 I Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/13/2011 6:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 5 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) Z./ x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 . Dead Load Factor : 1.20 Wind Load Factor : 1.60 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sq(t) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (6) 1 518" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.354 0.000 64.98 29.52 5.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.354 0.000 52.98 59.03 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 0.42 5.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 6.36 5.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 0.48 10.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.365 0.000 64.98 29.52 10.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.365 0.000 52.98 59.03 10.00 (1)10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 0.42 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 6.36 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 0.48 15.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.376 0.000 64.98 29.52 15.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.376 0.000 52.98 59.03 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.376 0.000 0.00 0.42 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.376 0.000 0.00 6.36 is on /11 3 /R^ Cnay Yes s_nn n non n.nn n nn n.nn 15 203 n 37 n.nnn n_nn 0. . 20.00 (611 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.388 0.000 64.98 29.52 20.00 (12)1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.388 0.000 52.98 59.03 20.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 0.42 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 6.36 20.00 (1) 3 /8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 0.48 25.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.401 0.000 64.98 29.52 25.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.401 0.000 52.98 59.03 25.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 0.42 25.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 6.36 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 0.48 30.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.216 0.415 0.000 65.00 29.52 30.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.216 0.415 0.000 53.02 59.03 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 0.42 30.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 6.36 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 0.48 32.00 (6) 1 5/8" Coax Yes 2.00 0.972 5.94 0.99 0.96 15.499 0.425 0.000 26.24 11.81 32.00 (12) 1 5/8" Coax Yes 2.00 1.200 3.96 0.66 0.79 15.499 0.425 0.000 21.60 23.61 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 0.17 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 2.54 32.00 (113/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 0.19 35.00 (6) 1 5/8" Coax Yes 3.00 0.959 5.94 1.49 1.42 15.901 0.433 0.000 39.87 17.71 35.00 (12) 1 5/8" Coax Yes 3.00 1.200 3.96 0.99 1.19 15.901 0.433 0.000 33.25 35.42 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 0.25 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 3.82 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 0.29 40.00 (6) 1 5/8" Coax Yes 5.00 0.941 5.94 2.47 2.33 16.519 0.438 0.000 67.73 29.52 40.00 (1211 5 /8" Coax Yes 5.00 1.200 3.96 1.65 1.98 16.519 0.438 0.000 57.57 59.03 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 0.42 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 6.36 40.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 0.48 45.00 (6) 1 5/8" Coax Yes 5.00 0.926 5.94 2.47 2.29 17.085 0.455 0.000 68.88 29.52 45.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 17.085 0.455 0.000 59.54 59.03 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 0.42 45.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 6.36 45.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 0.48 50.00 (6) 1 5/8" Coax Yes 5.00 0.912 5.94 2.47 2.26 17.607 0.473 0.000 69.93 29.52 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 6 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (n) x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor :1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 50.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 17.607 0.473 0.000 61.36 59.03 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 0.42 50.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 6.36 50.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 0.48 55.00 (6) 1 5/8" Coax Yes 5.00 0.899 5.94 2.47 2.23 18.093 0.492 0.000 70.88 29.52 55.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 18.093 0.492 0.000 63.05 59.03 55.00 (1) 10mm Coax Yes • 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 0.42 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 6.36 55.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 0.48 60.00 (6) 1 5/8" Coax Yes 5.00 0.888 5.94 2.47 2.20 18.548 0.513 0.000 71.77 29.52 60.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 18.548 0.513 0.000 64.64 59.03 60.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 0.42 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 6.36 60.00 (1) 318" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 0.48 Totals: 1,484.11 1,149.70 Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/13/2011 6:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 7 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Z/ Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (Ib -ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 492.01 586.00 0.00 0.00 10.00 481.01 572.88 0.00 0.00 15.00 470.00 559.75 0.00 0.00 20.00 459.00 546.62 0.00 0.00 25.00 447.99 533.50 0.00 0.00 30.00 437.32 520.37 0.00 0.00 32.00 174.80 204.47 0.00 0.00 35.00 268.23 468.25 0.00 0.00 40.00 453.56 411.90 0.00 0.00 45.00 2,079.39 2.378.94 0.00 0.00 50.00 455.66 384.30 0.00 0.00 55.00 454.17 374.45 0.00 0.00 60.00 3.204.85 2.475.65 0.00 0.00 65.00 167.06 258.96 0.00 0.00 70.00 163.03 249.11 0.00 0.00 75.00 158.53 239.27 0.00 0.00 76.00 2,384.34 1,312.43 0.00 3,799.01 Totals: 12,750.96 12,076.86 0.00 3,799.01 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions. Inc Location : Tigard -99, OR Struct Class : II 4113/2011 6:12:45 Ph Height : 76.00 (ft) Exposure Category : B Page: 8 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.2D + 1.6W 94.50 mph with No Ice 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Wind Load Factor : 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY PAZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -12.03 -12.80 0.00 - 652.22 0.00 652.22 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.786 5.00 -11.36 -12.38 0.00 - 588.25 0.00 588.25 1,441.82 720.91 1,590.21 796.29 0.22 -0.41 0.747 10.00 -10.71 -11.97 0.00 - 526.33 0.00 526.33 1,409.45 704.73 1,507.23 754.73 0.88 -0.82 0.705 15.00 -10.08 -11.56 0.00 -466.48 0.00 466.48 1.374.52 687.26 1.423.76 712.94 1.95 -1.22 0.662 20.00 -9.47 -11.15 0.00 - 408.68 0.00 408.68 1,330.43 665.22 1,333.46 667.72 3.44 -1.60 0.619 25.00 -8.88 -10.74 0.00 - 352.92 0.00 352.92 1,286.35 643.17 1,246.11 623.98 5.32 -1.97 0.573 30.00 -8.33 -10.32 0.00 - 299.21 0.00 299.21 1,242.26 621.13 1,161.73 581.73 7.58 -2.32 0.521 32.00 -8.11 -10.16 0.00 - 278.57 0.00 278.57 1,224.62 612.31 1,128.80 565.24 8.58 -2.46 0.500 35.00 -7.61 -9.91 0.00 - 248.09 0.00 248.09 876.31 438.15 808.20 404.70 10.19 -2.66 0.622 40.00 -7.17 -9.47 0.00 - 198.56 0.00 198.56 853.91 426.95 758.89 380.01 13.14 -2.96 0.531 45.00 -4.87 -7.29 0.00 - 151.20 0.00 151.20 830.81 415.41 710.49 355.77 16.41 -3.28 0.431 50.00 -4.48 -6.83 0.00 - 114.74 0.00 114.74 807.03 403.52 663.08 332.03 20.00 -3.56 0.351 55.00 -4.11 -6.37 0.00 -80.57 0.00 80.57 782.56 391.28 616.72 308.82 23.86 -3.79 0.266 60.00 -1.85 -3.01 0.00 -48.72 0.00 48.72 751.15 375.58 566.77 283.80 27.92 -3.96 0.174 65.00 -1.60 -2.83 0.00 -33.67 0.00 33.67 718.09 359.04 517.73 259.25 32.14 -4.09 0.132 70.00 -1.36 -2.65 0.00 -19.52 0.00 19.52 685.02 342.51 470.90 235.80 36.47 -4.18 0.085 75.00 - 1.13 - 2.47 0.00 - 6.27 0.00 6.27 651.98 325.9R 426.30 213.47 40.86 - 4.23 0.031 76.00 0.00 -2.38 0.00 -3.80 0.00 3.80 645.34 322.67 417.65 209.13 41.76 -4.24 0.018 • Pole : 82805 Code: ANSUIIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Y 4/13/2011 6:12:46 Ph Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 9 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev ciz cp.Gh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (m) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.70 15.203 16.72 186.92 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.203 16.72 181.50 1.200 * 0.00 5.00 11.650 13.98 374.1 0.0 331.5 10.00 1.00 0.70 15.203 16.72 176.08 1.200 * 0.00 5.00 11.307 13.57 363.1 0.0 321.7 15.00 1.00 0.70 15.203 16.72 170.66 1.200 * 0.00 5.00 10.964 13.16 352.0 0.0 311.8 20.00 1.00 0.70 15.203 16.72 165.24 1.200 • 0.00 5.00 10.621 12.75 341.0 0.0 302.0 25.00 1.00 0.70 15.203 16.72 159.82 1.200 * 0.00 5.00 10.279 12.33 330.0 0.0 292.1 30.00 1.00 0.70 15.216 16.73 154.47 1.200 • 0.00 5.00 9.936 11.92 319.3 0.0 282.3 32.00 Bot - Section 2 1.00 0.71 15.499 17.04 153.71 1.200 * 0.00 2.00 3.878 4.65 127.0 0.0 110.2 35.00 Top - Section 1 1.00 0.73 15.901 17.49 152.36 1.200 • 0.00 3.00 5.810 6.97 195.1 0.0 286.4 40.00 1.00 0.76 16.519 18.17 152.26 1.200 * 0.00 5.00 9.409 11.29 328.3 0.0 200.9 45.00 Appertunance(s) 1.00 0.78 17.085 18.79 149.10 1.200 * 0.00 5.00 9.066 10.88 327.1 0.0 193.6 50.00 1.00 0.81 17.607 19.36 145.53 1.200 • 0.00 5.00 8.723 10.47 324.4 0.0 186.2 55.00 1.00 0.83 18.093 19.90 141.61 1.200 * 0.00 5.00 8.381 10.06 320.2 0.0 178.8 60.00 Aooertunancels) 1.00 0.85 18.548 20.40 137.39 1.200 ' 0.00 5.00 8.038 9.65 314.9 0.0 171.4 65.00 1.00 0.87 18.977 20.87 132.92 0.650 0.00 5.00 7.695 5.00 167.1 0.0 164.0 70.0n 1.00 0.89 19.383 21.32 128.21 0.650 n.nn 5.00 7 352 4.78 163.0 0_0 156.6 75.00 1.00 0.91 19.769 21.74 123.30 0.650 0.00 5.00 7.009 4.56 158.5 0.0 149.3 76.00 Appertunance(s) 1.00 0.91 19.844 21.82 122.29 0.650 0.00 1.00 1.361 0.88 30.9 0.0 29.0 • = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4,536.0 0.0 3,667.7 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:46 Ph Height : 76.00 (ft) Exposure Category : B Page: 10 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psi) (psi) Factor Ka (st) (ft) (ft) (ib) (lb-ft) (lb-ft) (lb) 45.00 Antel BXA- 70063 -8CF 1 17.085 18.793 0.80 0.80 8.54 0.000 0.000 256.67 0.00 0.00 21.60 45.00 CSS XP18 -80-0 1 17.085 18.793 0.80 0.80 3.90 0.000 0.000 117.15 0.00 0.00 13.50 45.00 ClearComm CCDP- 2 17.085 18.793 0.40 0.80 0.42 0.000 0.000 12.51 0.00 0.00 9.90 45.00 Antel LPD- 7905/8 2 17.085 18.793 0.80 0.80 15.06 0.000 0.000 452.72 0.00 0.00 87.66 45.00 Flat Low Profile Pla 1 17.085 18.793 1.00 1.00 26.10 0.000 0.000 784.80 0.00 0.00 1,350.00 60.00 Kathrein 742 264 9 18.548 20.403 0.62 0.80 29.09 0.000 0.000 949.66 0.00 0.00 294.84 60.00 Powerwave P65 -17- 3 18.548 20.403 0.64 0.80 22.00 0.000 0.000 718.29 0.00 0.00 159.30 60.00 Lucent 9442 RRH AWS 3 18.548 20.403 0.66 0.80 4.94 0.000 0.000 161.25 0.00 0.00 116.10 60.00 Lucent 9442 RRH 700 3 18.548 20.403 0.75 0.80 5.62 0.000 0.000 183.38 0.00 0.00 137.70 60.00 Raycap DC6 -48-60 -18- 1 18.548 20.403 0.40 0.80 0.59 0.000 0.000 19.20 0.00 0.00 - 28.62 60.00 Powerwave LGP21401 12 18.548 20.403 0.40 0.80 6.19 0.000 0.000 202.14 0.00 0.00 152.28 60.00 Kathrein 860 10025 18 18.548 20.403 0.40 0.80 1.30 0.000 0.000 42.31 0.00 0.00 19.44 60.00 Round 7-Ann 3 18.548 20.403 0.50 0.75 14.62 0.000 0.000 477.35 0.00 • 0.00 675.00 76.00 Antel BXA- 70063 -8CF 2 19.844 21.829 0.66 0.80 14.17 0.000 0.000 494.89 0.00 0.00 43.20 76.00 CSS XP18 - - 2 19.844 21.829 0.60 0.80 5.84 0.000 0.000 204.11 0.00 0.00 27.00 76.00 ClearComm CCDP- 4 19.844 21.829 0.40 0.80 0.83 0.000 0.000 29.06 0.00 0.00 19.80 76.00 Antel LPD - 790518 4 20.137 22.151 0.69 0.80 25.90 0.000 4.000 917.80 0.00 3.671.20 175.32 76.00 GPS 1 20.173 22.190 0.80 0.80 0.80 0.000 4.500 28.40 0.00 127.82 9.00 • 76.00 Flat T -Arm 3 19.844 21.829 0.50 0.75 19.45 0.000 0.000 679.19 0.00 0.00 675.00 6,730.86 4,015.26 Pole : 82805 Code: ANSI/TIA -222 Rev G CopynghtSemaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4113/2011 6:12:46 P! Height : 76.00 (ft) Exposure Category : B Page: 11 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Z.,/ Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.354 0.000 64.98 22.14 5.00 (1211 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.354 0.000 52.98 44.27 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 0.31 5.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 4.77 5.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.354 0.000 0.00 0.36 10.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.365 0.000 64.98 22.14 10.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.365 0.000 52.98 44.27 10.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 0.31 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 4.77 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.365 0.000 0.00 0.36 15.00 (6) 1 518" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.376 0.000 64.98 22.14 15.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.376 0.000 52.98 44.27 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.376 0.000 0.00 0.31 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.376 0.000 0.00 4.77 15 nn r11 3B^ Gnaw Yes 5_nn n.nnn n.nn n.nn n.nn 15.2n3 n.37R n. n.nn 0.3R . 20.00 (61 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.388 0.000 64.98 22.14 20.00 (121 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.388 0.000 52.98 44.27 20.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 0.31 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 4.77 20.00 (11 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.388 0.000 0.00 0.36 25.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.203 0.401 0.000 64.98 22.14 25.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.203 0.401 0.000 52.98 44.27 25.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 0.31 25.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 4.77 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.203 0.401 0.000 0.00 0.36 30.00 (6) 1 5/8" Coax Yes 5.00 0.981 5.94 2.47 2.43 15.216 0.415 0.000 65.00 22.14 30.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 15.216 0.415 0.000 53.02 44.27 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 0.31 30.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 4.77 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.216 0.415 0.000 0.00 0.36 32.00 (6) 1 5/8" Coax Yes 2.00 0.972 5.94 0.99 0.96 15.499 0.425 0.000 26.24 8.85 32.00 (12) 1 5/8" Coax Yes 2.00 1.200 3.96 0.66 0.79 15.499 0.425 0.000 21.60 17.71 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 0.13 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 1.91 32.00 (11 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.499 0.425 0.000 0.00 0.14 35.00 (6) 1 5/8" Coax Yes 3.00 0.959 5.94 1.49 1.42 15.901 0.433 0.000 39.87 13.28 35.00 (12) 1 5/8" Coax Yes 3.00 1.200 3.96 0.99 1.19 15.901 0.433 0.000 33.25 26.56 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 0.19 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 2.86 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 15.901 0.433 0.000 0.00 0.22 40.00 (6) 1 5/8" Coax Yes 5.00 0.941 5.94 2.47 2.33 16.519 0.438 0.000 67.73 22.14 40.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 16.519 0.438 0.000 57.57 44.27 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 0.31 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 4.77 40.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.519 0.438 0.000 0.00 0.36 45.00 (6) 1 5/8" Coax Yes 5.00 0.926 5.94 2.47 2.29 17.085 0.455 0.000 68.88 22.14 45.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 17.085 0.455 0.000 59.54 44.27 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 0.31 45.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 4.77 45.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.085 0.455 0.000 0.00 0.36 50.00 (6) 1 5/8" Coax Yes 5.00 0.912 5.94 2.47 2.26 17.607 0.473 0.000 69.93 22.14 • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/20116:12:46 Ph Height : 76.00 (ft) Exposure Category : B Page: 12 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 _ Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 50.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 17.607 0.473 0.000 61.36 44.27 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 0.31 50.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 4.77 50.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.607 0.473 0.000 0.00 0.36 55.00 (6) 1 5/8" Coax Yes 5.00 0.899 5.94 2.47 2.23 18.093 0.492 0.000 70.88 22.14 55.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 18.093 0.492 0.000 63.05 44.27 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 0.31 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 4.77 55.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.093 0.492 0.000 0.00 0.36 60.00 (6) 1 518" Coax Yes 5.00 0.888 5.94 2.47 2.20 18.548 0.513 0.000 71.77 22.14 60.00 (12)1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 18.548 0.513 0.000 64.64 44.27 60.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 0.31 60.00 (2).19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 4.77 60.00 (1) 318" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.548 0.513 0.000 0.00 0.36 Totals: 1,484.11 862.28 Pole : 82805 Code: ANSI/TIA -222 Rev G CopynghtSemaan Engineering Solutions, Inc Y 4/13/2011 6:12:46 PR Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 13 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) U x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 0.90 Wind Load Factor : 1.60 Applied Segment Forces Summary $eg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (Ib-ft) (Ib -ft) 0.00 0.00 0.00 0.00 0.00 5.00 492.01 439.50 0.00 0.00 10.00 481.01 429.66 0.00 0.00 15.00 470.00 419.81 0.00 0.00 20.00 459.00 409.97 0.00 0.00 25.00 447.99 400.12 0.00 0.00 30.00 437.32 390.28 0.00 0.00 32.00 174.80 153.36 0.00 0.00 35.00 268.23 351.19 0.00 0.00 40.00 453.56 308.93 0.00 0.00 45.00 2,079.39 1.784.21 0.00 0.00 50.00 455.66 288.22 0.00 0.00 55.00 454.17 280.84 0.00 0.00 60.00 3.204.85 1.856.74 0.00 0.00 65.00 167.06 194.22 0.00 0.00 70.00 163.03 186.63 0.00 0.00 75.00 158.53 179.45 0.00 0.00 76.00 2,384.34 984.32 0.00 3,799.01 Totals: 12,750.96 9,057.64 0.00 3,799.01 • Pole : 82805 Code: ANSUTIA -222 Rev G CopynghtSemaanEngineenngSolutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:46 PI% Height : 76.00 (ft) Exposure Category : B Page: 14 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 0.9D + 1.6W 94.50 mph with No Ice (Reduced DL) 21 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 • Dead Load Factor : 0.90 Wind Load Factor : 1.60 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -9.01 -12.78 0.00 - 647.33 0.00 647.33 1.473.49 736.74 1,674.57 838.53 0.00 0.00 0.778 5.00 -8.49 -12.35 0.00 - 583.41 0.00 583.41 1,441.82 720.91 1,590.21 796.29 0.22 -0.41 0.739 10.00 -7.98 -11.92 0.00 - 521.66 0.00 521.66 1.409.45 704.73 1.507.23 754.73 0.87 -0.81 0.697 15.00 -7.49 -11.49 0.00 - 462.05 0.00 462.05 1.374.52 687.26 1.423.76 712.94 1.94 -1.21 0.654 20.00 -7.02 -11.07 0.00 - 404.58 0.00 404.58 1.330.43 665.22 1.333.46 667.72 3.41 -1.59 0.611 25.00 -6.57 -10.65 0.00 - 349.22 0.00 349.22 1,286.35 643.17 1.246.11 623.98 5.27 -1.96 0.565 30.00 -6.15 -10.23 0.00 - 295.95 0.00 295.95 1,242.26 621.13 1,161.73 581.73 7.51 -2.30 0.514 32.00 -5.97 -10.06 0.00 - 275.50 0.00 275.50 1.224.62 612.31 1.128.80 565.24 8.50 -2.44 0.493 35.00 -5.59 -9.80 0.00 - 245.31 0.00 245.31 876.31 438.15 808.20 404.70 10.10 -2.63 0.613 40.00 -5.26 -9.36 0.00 - 196.29 0.00 196.29 853.91 426.95 758.89 380.01 13.02 -2.93 0.523 45.00 -3.55 -7.21 0.00 - 149.47 0.00 149.47 830.81 415.41 710.49 355.77 16.26 -3.25 0.425 50.00 -3.26 -6.75 0.00 - 113.42 0.00 113.42 807.03 403.52 663.08 332.03 19.81 -3.52 0.346 55.00 -2.99 -6.29 0.00 -79.66 0.00 79.66 782.56 391.28 616.72 308.82 23.63 -3.75 0.262 60.00 -1.34 -2.97 0.00 -48.20 0.00 48.20 751.15 375.58 566.77 283.80 27.66 -3.92 0.172 65.00 -1.15 -2.80 0.00 -33.33 0.00 33.33 718.09 359.04 517.73 259.25 31.83 -4.05 0.130 • 70.00 -0.98 -2.62 0.00 -19.35 0.00 19.35 685.02 342.51 470.90 235.80 36.12 -4.14 0.084 75.00 -full - 2.45 n.nn - 6.25 n.nn R.25 651.98 325.9R 426.30 213.47 40.48 - 4.19 0.031 76.00 0.00 -2.38 0.00 -3.80 0.00 3.80 645.34 322.67 417.65 209.13 41.36 -4.19 0.018 Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/20116:12:46 Pt Height : 76.00 (ft) Exposure Category : B Page: 16 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) • Load Case: 1.20 + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 • Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Shaft Segment Forces (Factored) Seg Top Ice Wind Dead Tot Dead Elev qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (m) (ft) (sf) (sf) (lb) (lb) (lb) 0.00 1.00 0.70 4.256 4.682 0.000 1.200 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 4.256 4.682 0.000 1.200 • 2.07 5.00 13.375 16.05 75.1 378.4 820.4 10.00 1.00 0.70 4.256 4.682 0.000 1.200 • 2.21 5.00 13.156 15.79 73.9 396.3 825.2 15.00 1.00 0.70 4.256 4.682 0.000 1.200 • 2.31 5.00 12.890 15.47 72.4 402.3 818.1 20.00 1.00 0.70 4.256 4.682 0.000 1.200 • 2.37 5.00 12.603 15.12 70.8 402.9 805.6 25.00 1.00 0.70 4.256 4.682 0.000 1.200 • 2.43 5.00 12.305 14.77 69.1 400.5 790.0 30.00 1.00 0.70 4.260 4.686 0.000 1.200 • 2.47 5.00 11.999 14.40 67.5 396.0 772.4 32.00 Bot - Section 2 1.00 0.71 4.339 4.773 0.000 1.200 • 2.49 2.00 4.709 5.65 27.0 157.5 304.4 35.00 Top - Section 1 1.00 0.73 4.451 4.897 0.000 1.200 • 2.51 3.00 7.067 8.48 41.5 237.5 619.4 40.00 1.00 0.76 4.625 5.087 0.000 1.200 • 2.54 5.00 11.533 13.84 70.4 388.8 656.7 45.00 Appertunance(s) 1.00 0.78 4.783 5.261 0.000 1.200 • 2.57 5.00 11.215 13.46 70.8 380.8 638.9 50.00 1.00 0.81 4.929 5.422 0.000 1.200 • 2.60 5.00 10.895 13.07 70.9 372.0 620.3 55.00 1.00 0.83 5.065 5.572 0.000 1.200 • 2.63 5.00 10.573 12.69 70.7 362.6 601.0 60.00 Aooertunance(s1 1.00 0.85 5.193 5.712 0.000 1.200 • 2.65 5.00 10.250 12.30 70.3 352.7 581.2 65.00 1.00 0.87 5.313 5.844 0.000 1.200 2.67 5.00 9.924 11.91 69.6 342.3 561.0 70.00 1_nn 0.R9 5.426 5.969 0.000 1.2on 2.69 5.00 9.59R 11.52 68.7 331.5 540.4 75.00 1.00 0.91 5.534 6.088 0.000 1.200 2.71 5.00 9.271 11.13 67.7 320.3 519.3 76.00 Appertunance(s) 1.00 0.91 5.555 6.111 0.000 1.200 2.71 1.00 1.814 2.18 13.3 63.6 102.2 • = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 1,069.8 5,686.1 10,576.4 Pole : 82805 Code: ANSUIIA -222 Rev G Copyright Seaman Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/1312011 6:12:47 PII Height : 76.00 (ft) Exposure Category : B Page: 16 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (pst) (psf) Factor Ka (sf) (ft) (ft) (Ib) (lb -ft) (Ib -ft) (Ib) 45.00 Antel BXA-70063-8CF 1 4.783 5.261 0.80 0.80 10.49 0.000 0.000 55.21 0.00 0.00 394.55 45.00 CSS XP18 -80-0 1 4.783 5.261 0.80 0.80 5.35 0.000 0.000 28.16 0.00 0.00 188.63 45.00 ClearComm CCDP- 2 4.783 5.261 0.40 0.80 0.75 0.000 0.000 3.95 0.00 0.00 78.86 45.00 Antel LPD- 790518 2 4.783 5.261 0.80 0.80 18.99 0.000 0.000 99.91 0.00 0.00 795.17 45.00 Flat Low Profile Pla 1 4.783 5.261 1.00 1.00 54.37 0.000 0.000 286.03 0.00 0.00 2,559.30 60.00 Kathrein 742 264 9 5.193 5.712 0.64 0.80 37.10 0.000 0.000 211.88 0.00 0.00 2,347.03 60.00 Powerwave P65 -17- 3 5.193 5.712 0.65 0.80 27.27 0.000 0.000 155.75 0.00 0.00 1,468.12 60.00 Lucent 9442 RRH AWS 3 5.193 5.712 0.66 0.80 6.36 0.000 0.000 36.30 0.00 0.00 537.59 60.00 Lucent 9442 RRH 700 3 5.193 5.712 0.76 0.80 7.13 0.000 0.000 40.74 0.00 0.00 635.92 60.00 Raycap DC6 -48- 60 -18- 1 5.193 5.712 0.40 0.80 1.30 0.000 0.000 7.40 0.00 0.00 196.65 60.00 Powerwave LGP21401 12 5.193 5.712 0.40 0.80 8.88 0.000 0.000 50.72 0.00 0.00 948.40 60.00 Kathrein 860 10025 18 5.193 5.712 0.40 0.80 3.94 0.000 0.000 22.49 0.00 0.00 428.78 60.00 Round T -Arm 3 5.193 5.712 0.50 0.75 33.56 0.000 0.000 191.69 0.00 0.00 1,663.45 76.00 Antel BXA- 70063 -8CF 2 5.555 6.111 0.67 0.80 17.82 0.000 0.000 108.89 0.00 0.00 840.33 76.00 CSS XP18 -80 -0 2 5.555 6.111 0.64 0.80 8.70 0.000 0.000 53.15 0.00 0.00 404.24 76.00 ClearComm CCDP- 4 5.555 6.111 0.40 0.80 1.55 0.000 0.000 9.50 0.00 0.00 170.13 76.00 Antel LPD - 7905/8 4 5.637 6.201 0.70 0.80 33.42 0.000 4.000 207.25 0.00 828.99 1.686.77 76.00 GPS 1 5.647 6.212 0.80 0.80 0.98 0.000 4.500 6.08 0.00 27.36 84.27 76.00 FIatT -Arm 3 5.555 6.111 0.50 0.75 38.68 0.000 0.000 236.39 0.00 0.00 1,686.30 1,811.49 17,114.49 • Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/13/2011 6:12:47 PII Height : 76.00 (ft) Exposure Category : B Page: 17 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) v Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 • Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (611 5/8" Coax Yes 5.00 1.200 5.94 4.20 5.04 4.256 0.354 0.000 23.60 161.15 5.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 3.38 4.05 4.256 0.354 0.000 18.96 296.12 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.354 0.000 0.00 29.80 5.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.354 0.000 0.00 45.26 5.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.354 0.000 0.00 30.28 10.00 (611 5/8" Coax Yes 5.00 1.200 5.94 4.32 5.19 4.256 0.365 0.000 24.29 171.90 10.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.50 4.20 4.256 0.365 0.000 19.66 313.74 10.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.365 0.000 0.00 33.92 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.365 0.000 0.00 50.03 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.365 0.000 0.00 34.42 15.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.40 5.28 4.256 0.376 0.000 24.72 178.68 15.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.58 4.29 4.256 0.376 0.000 20.09 324.76 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.376 0.000 0.00 36.60 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.376 0.000 0.00 53.11 15 nn I11 3/R^ (:naY Yes 5.00 n.nnn n.nn n nn n.nn 4.250 n. 370 n nnn n.nn 37.12 20.00 (611 5/8" Coax Yes 5.00 1.200 5.94 4.46 5.35 4.256 0.388 0.000 25.04 183.73 20.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.63 4.36 4.256 0.388 0.000 20.40 332.92 20.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.388 0.000 0.00 38.63 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.388 0.000 0.00 55.44 - 20.00 (1) 3 /8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.388 0.000 0.00 39.17 25.00 (6) 1 5 /8" Coax Yes 5.00 1.200 5.94 4.50 5.40 4.256 0.401 0.000 25.29 187.79 25.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 3.68 4.41 4.256 0.401 0.000 20.65 339.46 25.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.401 0.000 0.00 40.29 25.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.401 0.000 0.00 57.33 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.256 0.401 0.000 0.00 40.84 30.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.54 5.45 4.260 0.415 0.000 25.52 191.19 30.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.71 4.46 4.260 0.415 0.000 20.88 344.93 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.415 0.000 0.00 41.70 30.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.415 0.000 0.00 58.94 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.260 0.415 0.000 0.00 42.25 32.00 (6) 1 5/8" Coax Yes 2.00 1.200 5.94 1.82 2.18 4.339 0.425 0.000 10.43 76.97 32.00 (12) 1 5/8" Coax Yes 2.00 1.200 3.96 1.49 1.79 4.339 0.425 0.000 8.54 138.76 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.425 0.000 0.00 16.88 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.425 0.000 0.00 23.81 32.00 (1) 3/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 4.339 0.425 0.000 0.00 17.11 35.00 (6) 1 5/8" Coax Yes 3.00 1.200 5.94 2.74 3.29 4.451 0.433 0.000 16.11 116.49 35.00 (12) 1 5/8" Coax Yes 3.00 1.200 3.96 2.25 2.70 4.451 0.433 0.000 13.21 209.79 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.433 0.000 0.00 25.76 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.433 0.000 0.00 36.20 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 4.451 0.433 0.000 0.00 26.10 40.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.60 5.52 4.625 0.438 0.000 28.07 196.75 40.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 3.77 4.53 4.625 0.438 0.000 23.04 353.83 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.438 0.000 0.00 44.03 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.438 0.000 0.00 61.58 40.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.625 0.438 0.000 0.00 44.60 45.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.62 5.55 4.783 0.455 0.000 29.19 199.09 45.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.80 4.56 4.783 0.455 0.000 23.98 357.56 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.455 0.000 0.00 45.02 45.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.455 0.000 0.00 62.71 45.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.783 0.455 0.000 0.00 45.59 50.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.65 5.58 4.929 0.473 0.000 30.23 201.22 Pole : 82805 Code: ANSI/TIA -222 Rev G Copyright Semean Engineering Solut ions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:47 PR Height : 76.00 (ft) Exposure Category : B Page: 18 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 1.2D + 1.0Di + 1.OWi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 50.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 3.82 4.59 4.929 0.473 0.000 24.86 360.95 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.473 0.000 0.00 45.92 50.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.473 0.000 0.00 63.73 50.00 (1)3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 4.929 0.473 0.000 0.00 46.51 55.00 (6) 1 5 /8" Coax Yes 5.00 1.200 5.94 4.67 5.60 5.065 0.492 0.000 31.21 203.17 55.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 3.84 4.61 5.065 0.492 0.000 25.69 364.06 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.492 0.000 0.00 46.76 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.492 0.000 0.00 64.68 55.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 5.065 0.492 0.000 0.00 47.35 60.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 4.69 5.62 5.193 0.513 0.000 32.12 204.98 60.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 3.86 4.63 5.193 0.513 0.000 26.47 366.92 60.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.513 0.000 0.00 47.54 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.513 0.000 0.00 65.56 60.00 (1) 3 /8" Coax Yes 5.00 0.000 0.00 0.00 0.00 5.193 0.513 0.000 0.00 48.13 Totals: 592.25 8,067.57 • • • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaen Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/1312011 6:12:47 PI Height : 76.00 (ft) Exposure Category : B Page: 19 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) z/ Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 • Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (Ib ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 117.70 1,431.17 0.00 0.00 10.00 117.86 1.477.39 0.00 0.00 15.00 117.22 1,496.50 0.00 0.00 20.00 116.24 1,503.65 0.00 0.00 25.00 115.07 1,503.89 0.00 0.00 30.00 113.87 1,499.56 0.00 0.00 32.00 45.94 597.17 0.00 0.00 35.00 70.85 1.062.63 0.00 0.00 40.00 121.51 1,405.66 0.00 0.00 45.00 597.24 5,413.51 0.00 0.00 50.00 125.98 1,378.84 0.00 0.00 55.00 127.59 1,367.29 0.00 0.00 60.00 845.83 9.580.56 0.00 0.00 - 65.00 69.60 601.26 0.00 0.00 70.00 68.75 580.61 0.00 0.00 75.00 67.73 559.59 0.00 0.00 76.00 634.55 4,982.32 0.00 856.35 Totals: 3,473.50 36,441.61 0.00 856.35 • • Pole : 82805 Code: ANSUTIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6 :12:47 PD Height : 76.00 (ft) Exposure Category : B Page: 20 Shape : 18 Sides • Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Z/ Load Case: 1.2D + 1.0Di + 1.0Wi 50.00 mph with 1.25 in Radial Ice 21 Iterations Gust Response Factor : 1.10 Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 • Dead Load Factor : 1.20 Ice Importance Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft -kips) (ft-kips) (ft -kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -36.44 -3.51 0.00 - 194.52 0.00 194.52 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.257 5.00 -35.00 -3.47 0.00 - 176.96 0.00 176.96 1,441.82 720.91 1,590.21 796.29 0.07 -0.12 0.247 10.00 -33.52 -3.42 0.00 - 159.61 0.00 159.61 1,409.45 704.73 1,507.23 754.73 0.26 -0.25 0.235 15.00 - 32.01 -3.36 0.00 - 142.51 0.00 142.51 1.374.52 687.26 1.423.76 712.94 0.59 -0.37 0.223 20.00 -30.50 -3.29 0.00 - 125.71 0.00 125.71 1,330.43 665.22 1,333.46 667.72 1.04 -0.49 0.211 25.00 -28.99 -3.22 0.00 - 109.24 0.00 109.24 1,286.35 643.17 1,246.11 623.98 1.61 -0.60 0.198 30.00 -27.49 -3.13 0.00 -93.13 0.00 93.13 1,242.26 621.13 1,161.73 581.73 2.29 -0.71 0.182 32.00 -26.89 -3.10 0.00 -86.88 0.00 86.88 1,224.62 612.31 1,128.80 565.24 2.60 -0.75 0.176 35.00 -25.83 -3.05 0.00 -77.59 0.00 77.59 876.31 438.15 808.20 404.70 3.09 -0.81 0.221 40.00 -24.42 -2.95 0.00 -62.35 0.00 62.35 853.91 426.95 758.89 380.01 4.00 -0.91 0.193 45.00 -19.01 -2.29 0.00 -47.61 0.00 47.61 830.81 415.41 710.49 355.77 5.00 -1.01 0.157 50.00 -17.63 -2.16 0.00 -36.16 0.00 36.16 807.03 403.52 663.08 332.03 6.11 -1.10 0.131 55.00 -16.27 -2.03 0.00 -25.34 0.00 25.34 782.56 391.28 616.72 308.82 7.30 -1.17 0.103 60.00 -6.70 -0.99 0.00 -15.21 0.00 15.21 751.15 375.58 566.77 283.80 8.55 -1.22 0.063 65.00 -6.10 -0.91 0.00 -10.28 0.00 10.28 718.09 359.04 517.73 259.25 9.85 -1.26 0.048 • 70.00 -5.52 -0.83 0.00 -5.74 0.00 5.74 685.02 342.51 470.90 235.80 11.19 -1.29 0.032 75.00 4.97 - 0.75 0.00 - 1.60 0.00 1.80 651.96 325.98 426.30 213.47 12.55 - 1.30 0.015 76.00 0.00 -0.63 0.00 -0.86 0.00 0.86 645.34 322.67 417.65 209.13 12.82 -1.31 0.004 • Pole : 82805 - Code: ANSIRIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/13/2011 6:12:47 Ph Height : 76.00 (ft) Exposure Category : B Page: 21 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) v . Load Case: 1.OD + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 • Dead Load Factor : 1.00 Wind Load Factor : 1.00 . Shaft Segment Forces (Factored) Sep Top Ice Wind Dead Tot Dead Elev Oz gzGh C Thick Tributary Aa CfAa Force X Load Ice Load (ft) Description Kzt Kz (psf) (psf) (mph -ft) Cf (in) (ft) (sf) (sf) (Ib) (Ib) (Ib) 0.00 1.00 0.70 6.129 6.742 118.68 0.650 0.00 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 115.24 1.200 • 0.00 5.00 11.650 13.98 94.2 0.0 368.3 10.00 1.00 0.70 6.129 6.742 111.80 1.200 • 0.00 5.00 11.307 13.57 91.5 0.0 357.4 15.00 1.00 0.70 6.129 6.742 108.36 1.200 • 0.00 5.00 10.964 13.16 88.7 0.0 346.5 20.00 1.00 0.70 6.129 6.742 104.91 1.200 • 0.00 5.00 10.621 12.75 85.9 0.0 335.5 25.00 1.00 0.70 6.129 6.742 101.47 1.200 • 0.00 5.00 10.279 12.33 83.2 0.0 324.6 30.00 1.00 0.70 6.134 6.747 98.076 1.200 • 0.00 5.00 9.936 11.92 80.4 0.0 313.7 32.00 Bot - Section 2 1.00 0.71 6.248 6.873 97.595 1.200 • 0.00 2.00 3.878 4.65 32.0 0.0 122.4 35.00 Top - Section 1 1.00 0.73 6.410 7.051 96.740 1.200 • 0.00 3.00 5.810 6.97 49.2 0.0 318.2 40.00 1.00 0.76 6.659 7.325 96.677 1.200 • 0.00 5.00 9.409 11.29 82.7 0.0 223.3 45.00 Appertunance(s) 1.00 0.78 6.887 7.576 94.669 1.200 • 0.00 5.00 9.066 10.88 82.4 0.0 215.1 50.00 1.00 0.81 7.098 7.807 92.401 1.200 • 0.00 5.00 8.723 10.47 81.7 0.0 206.9 55.00 1.00 0.83 7.294 8.023 89.913 1.200 • 0.00 5.00 8.381 10.06 80.7 0.0 198.7 60.00 Anoertunancelsl 1.00 0.85 7.477 8.225 87.236 1.200 • 0.00 5.00 8.038 9.65 79.3 0.0 190.5 65.00 1.00 0.87 7.650 8.415 84.394 0.650 0.00 5.00 7.695 5.00 42.1 0.0 182.3 70.00 1.00 0.89 7.814 8.595 /11.406 0.650 OAO 5.00 7.352 4.78 41.1 0.0 174.0 75.00 1.00 0.91 7.969 8.766 78.288 0.650 0.00 5.00 7.009 4.56 39.9 0.0 165.8 76.00 Appertunance(s) 1.00 0.91 8.000 8.800 77.650 0.650 0.00 1.00 1.361 0.88 7.8 0.0 32.2 _ • = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 1,142.9 0.0 4,075.3 • Pole : 82805 Code: ANSIITIA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:47 P6 Height : 76.00 (ft) Exposure Category : B Page: 22 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in ft) Base Elev : 0.000 (ft) v Load Case: 1.0D + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Discrete Appurtenance Segment Forces (Factored) Total Horiz Vert Wind Mom Mom Dead Elev qz qzGh CaAa CaAa Ecc Ecc FX Y Z Load (ft) Description Qty (psf) (psf) Factor Ka (sf) (ft) (ft) (lb) (Ib -ft) (Ib -ft) (lb) 45.00 Antel BXA- 70063 -8CF 1 6.887 7.576 0.80 0.80 8.54 0.000 0.000 64.67 0.00 0.00 24.00 45.00 CSS XP18 -80 -0 1 6.887 7.576 0.80 0.80 3.90 0.000 0.000 29.52 0.00 0.00 15.00 45.00 ClearComm CCDP- 2 6.887 7.576 0.40 0.80 0.42 0.000 0.000 3.15 0.00 0.00 11.00 45.00 Antel LPD- 7905/8 2 6.887 7.576 0.80 0.80 15.06 0.000 0.000 114.06 0.00 0.00 97.40 45.00 Flat Low Profile Pla 1 6.887 7.576 1.00 1.00 26.10 0.000 0.000 197.73 0.00 0.00 1,500.00 60.00 Kathrein 742 264 9 7.477 8.225 0.62 0.80 29.09 0.000 0.000 239.27 0.00 0.00 327.60 60.00 Powerwave P65 -17- 3 7.477 8.225 0.64 0.80 22.00 0.000 0.000 180.97 0.00 0.00 177.00 60.00 Lucent 9442 RRH AWS 3 7.477 8.225 0.66 0.80 4.94 0.000 0.000 40.63 0.00 0.00 129.00 60.00 Lucent 9442 RRH 700 3 7.477 8.225 0.75 0.80 5.62 0.000 0.000 46.20 0.00 0.00 153.00 60.00 Ravcap DC6 -48 -60 -18- 1 7.477 8.225 0.40 0.80 0.59 0.000 0.000 4.84 0.00 0.00 31.80 60.00 Powerwave LGP21401 12 7.477 8.225 0.40 0.80 6.19 0.000 0.000 50.93 0.00 0.00 169.20 60.00 Kathrein 860 10025 18 7.477 8.225 0.40 0.80 1.30 0.000 0.000 10.66 0.00 0.00 21.60 60.00 Round T-Arm 3 7.477 8.225 0.50 0.75 14.62 0.000 0.000 120.27 0.00 0.00 750.00 76.00 Antel BXA- 70063 -8CF 2 8.000 8.800 0.66 0.80 14.17 0.000 0.000 124.69 0.00 0.00 48.00 78.00 CSS XP18 -80 -0 2 8.000 8.800 0.60 0.80 5.84 0.000 0.000 51.42 0.00 0.00 30.00 76.00 ClearComm CCDP- 4 8.000 8.800 0.40 0.80 0.83 0.000 0.000 7.32 0.00 0.00 22.00 76.00 Antel LPD - 790518 4 8.118 8.930 0.69 0.80 25.90 0.000 4.000 231.24 0.00 924.97 194.80 76.00 GPS 1 8.132 8.945 0.80 0.80 0.80 0.000 4.500 7.16 0.00 32.20 10.00 76.00 Flat T -Arm 3 8.000 8.800 0.50 0.75 19.45 0.000 0.000 171.12 0.00 0.00 750.00 1,695.86 4,461.40 • C Semaan Engineering Solutions, Inc Pole : 82805 Code: ANSUTIA -222 Rev G Y 4/13/2011 6:12:47 PA Location : Tigard -99, OR Struct Class : II Height : 76.00 (ft) Exposure Category : B Page: 23 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Z/ Load Case: 1.OD + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 - Dead Load Factor : 1.00 Wind Load Factor : 1.00 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead Elev Exposed Length Width Area CaAa qz Adjust F X Load (ft) Description To Wind (ft) Ca (in) (sqft) (sqft) (psf) Ra Factor (Ib) (Ib) 5.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.129 0.354 0.000 20.02 24.60 5.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.129 0.354 0.000 13.35 49.19 5.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.354 0.000 0.00 0.35 5.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.354 0.000 0.00 5.30 5.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.354 0.000 0.00 0.40 10.00 (6) 1 5 /8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.129 0.365 0.000 20.02 24.60 10.00 (12) 1 5 /8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.129 0.365 0.000 13.35 49.19 10.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.365 0.000 0.00 0.35 10.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.365 0.000 0.00 5.30 10.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.365 0.000 0.00 0.40 15.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.129 0.376 0.000 20.02 24.60 15.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.129 0.376 0.000 13.35 49.19 15.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.376 0.000 0.00 0.35 15.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.376 0.000 0.00 5.30 15.00 (1131R^ Coax Yes s.nn n.nnn n. nn n_nn n.nn R.12R 0.378 0.000 n.nn 0.40 20.00 (611 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.129 0.388 0.000 20.02 24.60 20.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.129 0.388 0.000 13.35 49.19 20.00 (11 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.388 0.000 0.00 0.35 20.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.388 0.000 0.00 5.30 - 20.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.388 0.000 0.00 0.40 25.00 (6) 1 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.129 0.401 0.000 20.02 24.60 25.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.129 0.401 0.000 13.35 49.19 25.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.401 0.000 0.00 0.35 25.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.401 0.000 0.00 5.30 25.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.401 0.000 0.00 0.40 30.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.134 0.415 0.000 20.04 24.60 30.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.134 0.415 0.000 13.36 49.19 30.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.415 0.000 0.00 0.35 30.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.415 0.000 0.00 5.30 30.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.415 0.000 0.00 0.40 32.00 (6) 1 5/8" Coax Yes 2.00 1.200 5.94 0.99 1.19 6.248 0.425 0.000 8.16 9.84 32.00 (12) 1 518" Coax Yes 2.00 1.200 3.96 0.66 0.79 6.248 0.425 0.000 5.44 19.68 32.00 (1) 10mm Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.425 0.000 0.00 0.14 32.00 (2) 19.2mm Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.425 0.000 0.00 2.12 32.00 (113/8" Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.425 0.000 0.00 0.16 35.00 (6) 1 5/8" Coax Yes 3.00 1.200 5.94 1.49 1.78 6.410 0.433 0.000 12.56 14.76 35.00 (12) 1 5/8" Coax Yes 3.00 1.200 3.96 0.99 1.19 6.410 0.433 0.000 8.38 29.52 35.00 (1) 10mm Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.433 0.000 0.00 0.21 35.00 (2) 19.2mm Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.433 0.000 0.00 3.18 35.00 (1) 3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.433 0.000 0.00 0.24 40.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.659 0.438 0.000 21.76 24.60 40.00 (1211 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.659 0.438 0.000 14.50 49.19 40.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.438 0.000 0.00 0.35 40.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.438 0.000 0.00 5.30 40.00 (1) 3/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.438 0.000 0.00 0.40 45.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 6.887 0.455 0.000 22.50 24.60 45.00 (12) 1 5/8" Coax Yes 5.00 1.200 3.96 1.65 1.98 6.887 0.455 0.000 15.00 49.19 45.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.455 0.000 0.00 0.35 45.00 (21 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.455 0.000 0.00 5.30 45.00 (1) 318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.455 0.000 0.00 0.40 50.00 (6) 1 5/8" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.098 0.473 0.000 23.19 24.60 Pole : 82805 Code: ANSI/HA-222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/20116:12:47 PI1 Height : 76.00 (ft) Exposure Category : B Page: 24 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.OD + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 50.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 7.098 0.473 0.000 15.46 49.19 50.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.473 0.000 0.00 0.35 50.00 (2119.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.473 0.000 0.00 5.30 50.00 (1)•318" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.473 0.000 0.00 0.40 55.00 (6) 1 518" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.294 0.492 0.000 23.83 24.60 55.00 (12) 1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 7.294 0.492 0.000 15.89 49.19 55.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.492 0.000 0.00 0.35 55.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.492 0.000 0.00 5.30 55.00 (113/8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.492 0.000 0.00 0.40 60.00 (6) 1 5 /8" Coax Yes 5.00 1.200 5.94 2.47 2.97 7.477 0.513 0.000 24.43 24.60 60.00 (12)1 518" Coax Yes 5.00 1.200 3.96 1.65 1.98 7.477 0.513 0.000 16.29 49.19 60.00 (1) 10mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.513 0.000 0.00 0.35 60.00 (2) 19.2mm Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.513 0.000 0.00 5.30 60.00 (1) 3 /8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.513 0.000 0.00 0.40 Totals: 427.63 958.09 • Pole : 82805 Code: ANSUTIA -222 Rev G CoppightSemaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II Y 4/13/2011 6:12:47 Ph Height : 76.00 (ft) Exposure Category : B Page: 25 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) v Load Case: 1.0D + 1.0W 60.00 mph Serviceability 20 Iterations • Gust Response Factor : 1.10 Wind Importance Factor : 1.00 - Dead Load Factor : 1.00 Wind Load Factor : 1.00 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX ( -) FY ( -) MY MZ (ft) (Ib) (Ib) (lb-ft) (lb -ft) 0.00 0.00 0.00 0.00 0.00 5.00 127.62 488.33 0.00 0.00 10.00 124.84 477.40 0.00 0.00 15.00 122.07 466.46 0.00 0.00 20.00 119.30 455.52 0.00 0.00 25.00 116.52 444.58 0.00 0.00 30.00 113.85 433.65 0.00 0.00 32.00 45.59 170.40 0.00 0.00 35.00 70.10 390.21 0.00 0.00 40.00 118.97 343.25 0.00 0.00 45.00 529.05 1.982.45 0.00 0.00 50.00 120.38 320.25 0.00 0.00 55.00 120.40 312.04 0.00 0.00 60.00 813.82 2.063.04 0.00 0.00 - 65.00 42.09 215.80 0.00 0.00 70.00 41.08 207.59 0.00 0.00 75.00 39.94 199.39 0.00 0.00 76.00 600.74 1,093.69 0.00 957.17 Totals: 3,266.35 10,064.05 0.00 957.17 ■ Pole : 82805 Code: ANSI/RA-222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4113/2011 6:12:47 Ph Height : 76.00 (ft) Exposure Category : B Page: 26 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / X Taper : 0.162039 (in/ft) Base Elev : 0.000 (ft) Load Case: 1.0D + 1.0W 60.00 mph Serviceability 20 Iterations Gust Response Factor : 1.10 Wind Importance Factor : 1.00 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY ( -) FX ( -) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -10.06 -3.28 0.00 - 165.60 0.00 165.60 1,473.49 736.74 1.674.57 838.53 0.00 0.00 0.204 5.00 -9.57 -3.16 0.00 - 149.22 0.00 149.22 1,441.82 720.91 1,590.21 796.29 0.06 -0.11 0.194 10.00 -9.08 -3.05 0.00 - 133.40 0.00 133.40 1.409.45 704.73 1.507.23 754.73 0.22 -0.21 0.183 15.00 -8.61 -2.95 0.00 - 118.12 0.00 118.12 1.374.52 687.26 1.423.76 712.94 0.50 -0.31 0.172 20.00 -8.15 -2.84 0.00 - 103.39 0.00 103.39 1.330.43 665.22 1.333.46 667.72 0.87 -0.41 0.161 25.00 -7.71 -2.73 0.00 -89.21 0.00 89.21 1,286.35 643.17 1.246.11 623.98 1.35 -0.50 0.149 30.00 -7.27 -2.62 0.00 -75.56 0.00 75.56 1,242.26 621.13 1,161.73 581.73 1.92 -0.59 0.136 32.00 -7.10 -2.58 0.00 -70.33 0.00 70.33 1.224.62 612.31 1.128.80 565.24 2.17 -0.62 0.130 35.00 -6.71 -2.51 0.00 -62.59 0.00 62.59 876.31 438.15 808.20 404.70 2.58 -0.67 0.162 40.00 -6.36 -2.40 0.00 -50.05 0.00 50.05 853.91 426.95 758.89 380.01 3.33 -0.75 0.139 45.00 -4.38 -1.84 0.00 -38.07 0.00 38.07 830.81 415.41 710.49 355.77 4.16 -0.83 0.112 50.00 -4.06 -1.72 0.00 -28.85 0.00 28.85 807.03 403.52 663.08 332.03 5.07 -0.90 0.092 55.00 -3.75 -1.60 0.00 -20.23 0.00 20.23 782.56 391.28 616.72 308.82 6.04 -0.96 0.070 60.00 -1.70 -0.75 0.00 -12.22 0.00 12.22 751.15 375.58 566.77 283.80 7.07 -1.00 0.045 65.00 -1.49 -0.71 0.00 -8.44 0.00 8.44 718.09 359.04 517.73 259.25 8.14 -1.03 0.035 70.00 -1.28 -0.66 0.00 -4.90 0.00 4.90 685.02 342.51 470.90 235.80 9.23 -1.06 0.023 75.00 - 1.08 - 0_62 0.00 - 1.58 0.00 1.58 651.96 325.98 426.30 213.47 10.34 - 1.07 0.009 76.00 0.00 -0.60 0.00 -0.96 0.00 0.96 645.34 322.67 417.65 209.13 10.57 -1.07 0.005 • Pole : 82805 Code: ANSIMA -222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:47 PI Height : 76.00 (ft) Exposure Category : B Page: 27 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 (in) / x Taper : 0.162039 (innt) Base Elev : 0.000 (ft) Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D + 1.6W 12.80 0.00 12.03 0.00 0.00 652.22 0.00 0.79 0.9D + 1.6W 12.78 0.00 9.01 0.00 0.00 647.33 0.00 0.78 1.20 + 1.ODi + 1.0Wi 3.51 0.00 36.44 0.00 0.00 194.52 0.00 0.26 1.0D + 1.0W 3.28 0.00 10.06 0.00 0.00 165.60 0.00 0.20 • Pole : 82805 Code: ANSI/M-222 Rev G Copyright Semaan Engineering Solutions, Inc Location : Tigard -99, OR Struct Class : II 4/13/2011 6:12:48 Ph Height : 76.00 (ft) Exposure Category : B Page: 28 Shape : 18 Sides Topographic Category : 1 Base Dia : 27.94 (in) Top Dia : 16.00 9n) (iNft) Base Elev : 0.000 (ft) Z X Taper : 0.19 Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design % 600.00 13.00 11.00 662.22 36.44 12.80 108.70 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio 50.0 2.750 30.000 Square 0 0.00 22.170 501.13 1886.15 0.27 Anchor Bolts Start Compression Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 35.00 04 2.25" 18J 2.25 75.00 100.00 Clustered 0.00 45.0 232.73 260.00 0.92 214.51 260.00 0.85