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A P N V@r Qwireless r BECEtVED MAY 15 2013 ITY OF TIGARD Drrrings Produced By �+ +ING DIVISION GPA ARCHITECTS LLC verIgpwireIess n M I Vaughn,Suite Portland,OR 97210 0. •M• PORILANW.caws,'�1 I:, �� �V r a ,,,.,If POE T OF ° ` 0F 12925 SW PACIFIC HWY i TIGARD, OREGON 97223 I I, S,...o..,.. i e t SITE OWNER; SITE ADDRESS; T1.o TITLE SHEET I e4. 3i cwau.�.a� aWr,.m,51 12925 SW PACIFIC HWY T2.0 GENERAL NOTES & LEGEND VERIZON WIRELESS f, �r4y g 1 TIGARD,OREGON 97223 r► pr7" ? A1.0 OVERALL SITE PLAN r 1 a LAT: 45'25'35.9'N A1.1 ENLARGED SITE PLAN ■ LONG: 122 46' 47.4•W 4 A2.0 ELEVATION & ANTENNA DETAILS • ; cwq�gA \ 1 ( a GROUND ELEVATION: 269•AMSL A3.0 ANTENNA DETAILS & STRUCTURAL NOTES APPLICANTS; 3 TOWER HEIGHT: 1S0'AGL VERIZON WIRELESS (VAW) LLC d/b/a VERIZON WIRELESS• 5430 NE�f 0r 0 �.i • PORTLAND, OR 97230 JURISDICTION; awe e" ,vim CRY of TIGARD CITY TIGARD SITE DEVELOPMENT & PERMITTING: M i ek�a$ dN°�,yrat '" ` 3'` loll I OF llGARD URBAN WIRELESS INC. �' CO/PM r r«,y ?A. . © ZONINGS PORTLAND, OR 97066 WAY W o Z CO/ tl d CC—GENERAL COMMERCIAL Approved..../.4.2.,17....1 ,..f (( )) pp� [ CONTACT: SH 3 7 PRUSIA 5 M U M aw"w.,A ® ° �,�*"` p Gay 2k=4.y ...• a Conditionally Approved .......[ ] CONSTRUCTION MANAGEMENT, I N See Letter „. cn.ma .$� . } VERIZON WIRELESS (VAW) LLC d/b/a VERIZON WIRELESS r "'M,,,w A�'�a�r(L$}��/,ed PORTLAND, OR N 97230 o U ® 14 4 Permit Numbe t: r✓a io —00 I No. Da-e�By Revi,,:, s '+, 8,,,,,�., >AV ARCHITECT;° \• Ada 4`. % . a File co 13-0 61 4 � GPA ARCHITECTS, LLC Dcte 06/06/13 Q` 2701 NW VAUGHN STREET, SUITE 764 �,, eW, ,s° `" By: _/: Date: PORTLAND, OREGON 97210 Designed I DC m g4i 4`' AN V.., CONTACT: ELLEN KRUSI Drawn by Id % �'ar f n„ A bp.:. I it Vt IF %IS PHONE: (503) 274-7800 X229 Chac<ed by ex 4. Approved by IOW ,o,,.0 a 1 ? S rW Owen S I. Q _,,'r $ SW Che,I, Dcte issued c, �, �N,M e„� SHEET INDEX PROJECT TEAM Dcte issued for A nwm.la I I for,o'c.o-b' Dcte issued for € iE TITLE SIGNATURE DATE Bcilding Permit : maenad a A 4W M.oaraM INYrn..Ma 0 ! , 4 t Dcte issued for Bic t 3 2 Q - Dc to issued j for RF ENGINEER Approved plans DRIVING DIRECTIONS; - Tatt be pn job-site POR TIGARD/99 FROM PCRTLAND. TAKE 1-205 S TO I-5 N. TAKE EXIT 292(HWY 217). TAKE TIGARD/99W PROJECT MANAGER 12925 SW PACIFIC HWY • (EXIT 6)AND TURN LEFT ON HOYT HWY 993*.PROCEED WEST ON 99W(SW PACIFIC HWY). T SITE IS ON WESTSDE OF HWY 99W,ONE BLOCK SOUTH OF WALNUT SlNttT,BEHIND A SMALL OFFICE COPY CARD, OR 97223 SI • STRIP MALL N1TH A GREEN ROOF. ADA COMPLIANCE; • THE FACILITY IS UNSTAFFED AND UNOCCUPIED N RE SPECIAUST PROJECT SUMMARY; TITLE Ilk THE PROJECT CONSISTS OF THE INSTALLATION AND SHEET OPERATION OF REPLACEMENT ANTENNAS ON AN EXISTING „ TOWER WITHIN AN EX STING WIRELESS FACILITY. PROPERTY OWNER VICINITY MAP PROJECT SUMMARY APPROVALS TI .0 . t I - GENERAL NOTES I SPECIAL INSPECTIONS: I LEGEND ve►i�Qjlwireless 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). Aft DETAIL ROOM NAME ROOM NAME ,o„,n" Prr_ducec BY REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE r REFERENCE ROOM NUMBER FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT SHEET No. • NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR 0 '-o•O A .F. MARKER GPA DRAWINGS. AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. BUILDING F r e SECTION o00 ARCHITECTS LLC 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS 0 FINISH SPOT GRADE 2701 N'w Vaughn,Sums 769 JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD Portland,OR 972/0 SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE 503-279-7800 CONDITIONS AND DIMENSIONS AND CONF'RMING THAT THE WORK MAY BE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR '�' WALL SECTION -Th SPOT GRADE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED r e _ ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE COMPONENTS. 0 EXTERIOR D06 NUMBER �p� PROJECT MANAGER. LCD- �G+rl 4. INSPECTION FOR THE PREFABRICATED CONSTRUCTION CONSTRUCTION BE THE '� ELEVATION 0 TYPE WINDOW 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK vale T tr r►Iftiej PROCEED BEFORE STARTING WORK. PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION THE APPROVED AGENCY CERTIFIES THE O GRID LINE OI NOTE '°"1"°°. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS V> SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR O WALL ��F�� 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING TYPE REGULATIONS TAKE PRECEDENCE. ,THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST -"— MATCH LINE O EQUIPMENT OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE S----- WORK POINT TYPE ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. APPLICABLE WORKMANSHIP PROVISIONS. REVISION CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, D ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC A AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL STRUCTURAL NOTES: SEE SHEET A3.0 1St" AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL 1St" R ELEVATION APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL 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 RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF UTILITY POLE -0- FIRE HYDRANT THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION F— POLE GUY WIRE n LIGHT STANDARD WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS n MATERIALS THAN 2-A OR 2-A10BC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. f I CONCRETE EARTH g 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR I I I I I I CMU GRAVEL R . V. PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. I I BRICK nr• ;:.::->»:.a: •I SAND n 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR I I GYPSUM WALLBOARD � PLYWOOD \�1 8 c - MODIFICATIONS MAY BE REQUIRED TO SLIT JOB DIMENSIONS OR ' Q 3 oce CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF LI BATT INSULATION _zi FINISH WOOD >. Cote.By Re, THE WORK. I I RIGID INSULATION ® WOOD (CONT.) Pile no. 13-041 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT Dote 05/00/13 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., I I STEEL 1�J WOOD BLOCKING AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED I I ALUMINUM C 7 EXIST. STRUCTURE esigned L IX DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER Drown by MEM AND/OR LANDLORD. pecked by EK '.pproved by SUMP 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND LINE TYPES DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN NEW WORK —ss—ss— SANITARY SEWER CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY DEMOLITION WORK —so—so— STORM SEWER Dote issued NATURE. Dote issued for -- CENTERLINE FLOOR DRAIN Zonirq Permit 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS-BUILT DRAWINGS WITHIN — --— PROPERTY / LEASE LINE ROOF DRAIN Dote issued for 10 WORKING DAYS OF PROJECT COMPLETION. —\,/.\- BREAK LINE Building Perm t : Dote issued 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL EXISTING CONTOUR -Gus GAS GAS or aid SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. �iea-- NEW CONTOUR —w w— WATER °te =_sued EASEMENT HOT WATER on. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE EXIST. CHAINLINK FENCE COLD WATER LATEST REVISION. - EXIST. WOOD FENCE 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL —x—x— CHAINLINK FENCE —A A-- ANTENNA CABLE POR EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT EASEMENT —c—c— GROUND TIGARD/99 ' THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF —P--c— POWER -059 co N— GENERATOR 12925 SW PACIFIC HWY • REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF —T--T— TELCO —E—E— ELECT. CONDUIT TIGARD, OR 97223 THIS WORK. -PrT—ceo— POWER & TELCO —c—c— CONDUIT 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. OVERHEAD POWER OVERHEAD TELCO GENERAL NOTES OVERHEAD AND LEGEND T2.0 n Y / / - EXISTING \ BUILDING Ve n3 Y \ •IC, `\ &I ST�F� ,- �-1 / ZONE: GC (GENERAL COMMERCIAL) - 4 �' \ ,\ JURISDICTION: CITY OF TIGARD :. GPA L ARCHITECTS LLC 5_,L,„_, ADJACENT ZONING; \ \ 2702 NW v. .saute 761 Poniard,OR 97!70 503-27}7800 L��� ZONE: R (RESIDENTIAL) refll \ JURISDICTION: CITY OF TIGARD , / EXISTING \ • MARKET / J / "" o�� EXISTING ' • I� • APARTMENT / ,�, / r��Jl EXISTING GAS 'ill, �' / �I BUILDING % / STATION I I /`` / \ ``\ ADJACENT ZONING; / 0 VERIZON WIRELESS • , `. ZONE: GC (GENERAL COMMERCIAL) / VIM PROJECT AREA, SEE ZONING; ENLARGED SITE PLAN ZONE: GC (GENERAL COMMERCIAL) \"0 JURISDICTION: CITY OF TIGARD /.' JURISDICTION: CITY OF dilik • J �/ ////\\` ♦ \ T J ,+ APARTMENT / ��/ /•i!� �PARKIN� ,�� 4 . I Sa BUILDING ✓ C , `� J1 I MIA3 c°1 GS1 \ C/ (� • j' \ IP ` C�'� Nc. Date By �e \• \ fr 1 fr NI• 1 \ y �}- �� \ neo. 1 13 C / L < '•4 , EXISTING \ q Designed by p( \ Ct COMMERCIAL ,/ , Draw- by IOf11 / ` � , BUILDING \ '?�`' J ( \ /J q ChecM Sd by p( C1 A`�..[♦ \ Q< � \�\r Approved by *MP 1 f� / , . �, \ It rill J .,1�lljl Q Dote . L Zoning Pem ` ` (f/ 1� . 1 � / -� Dote issued ,,• `( Building Pern,_ (t/ i U Dote issued / � J �Ir"1^Tin 'ti` \�' ADJACENT ZONING: for 8 „L J • J a" ZONE: GC (GENERAL COMMERCIAL) Dote issued / L ;i ADJACENT ZONING C • JURISDICTION: CITY OF TIGARD �1 4 JURISDICTION: CRY OF COMMERCIAL)Imo) 'AO■ ` . / F 1,ry � cSP\s / � `� �(�tiF �G� T POR CARD/99 \ \ ' � � 12925 SW PACIFIC 11YlY • EXISTING UTILITY _+ TIGARD, OR 97223 POLE W/ BUCKET TRANSFORMER AND ' TELCO POLE # S175 N OVERALL , ED SITE PLAN OVERALL SITE PLAN 1X17 11-:2 14 Al •0 :. -- e / /1 i I ....) 1 / \ ffi.i.i.rase (1-----/"-------.1---> -----\ (--'*(--A0( -)(--/ \___,1/ (---- _ -----) (---- ....- -__,\.......,,,,..... .j,___ C J l ,k o C ))) ® GPA ARCHITECTS LLC ._) .JJJ- \J} 2701 NW V..glw,Suite 764 �a / / Portland,00 9Tl10 �/ EXISTING AC PAVED 5o3-27IJH00 �lilt' �`� ' M J\� ^ PARKING LOT EXIST. BUILDING Q �+ \`•-i -Es ,(:/'/ 1 + t �. c:/_. / > / \ ranmo, . • �J ) /+ . ` + \+ EXISTING VERIZON WIRELESS �� / Alk \ FENCED COMPOUND f'4,/ / L �'U� +/+ I . +\+ / / �— NEW DC surer + �•.. NEPPDC SURGE MOUNT To /./ �, /��� BRDGE NEAREST #• ' a_ �+/[— n 1 (7) NEW VERIZON WIRELESS J /+ PANEL ANTENNAS—TO / REPLACE (7) EXIST., (5) , EXIST. TO REMAIN ON lay / f, v / EXISTING 80'-0" MONOPOLE ♦` EXISTING GATE n \C EXISTING EQUIP. \ BUILDING w 0 2 UC PI 1 \ l 0 ` . `♦C✓ \ \, \ EXIST. GENERATOR No. jDate Ey Revisions (//^(/'� + file no. 13-00 / , \ / Date ����hh`� J 1 �� C C; Designed by ) • \ Drawn by J \ Checked by mc Apprwed ay sop J ,• /lC ` / , 4)-) � 4 ! ) \,, \+ + Oate issued�J �� ') 1 Date issued fo• �+ Zoning Permit �1 Date issued fo• �/ C,, �� 1 /I Building Permit JDate issued 1 far Bid -) ) ) �N� Dort issued • e.t title : TIGARD/99 � . TIGARD, OR Ps 223 f+wr N ENLARGED SITE C /\ 1 PLAN OVERALL SITE PLAN 11 °1:'_ 0 I i A1 .1■ EXISTING VERIZON WIRELESS PANEL ANTENNA TO BE N . REMOVED, TYP. OF (3) 0 / pANEEXISTIII G ANTENNAVERIZON WI , T OF (RELESS 1) ��E 0. 6ct / w���N� - V @fiZQQwireless • / 1 - EXISTING VERIZON WIRELESS PANEL ANTENNA TO REMAIN, NEW VERIZON WIRELESS PANEL `-• TYP. OF (1) ANTENNA TO REPLACE EXISTING, Aiktilk \ , 0 TYP. OF (3) AI NEW RRU, Ark 11137 TYP. OF (1)my n ARCHITECTS LLC EXISTING ANTENNA ARRAY 0 44' & TIP HEIGHT NEW ANTENNA ARRAY 0 44' TIP HEIGHT 2701 NW'vaxxhe Suite 769 Portland,OR 97210 503-274-7800 NEW VERIZON WIRELESS PANEL — EXISTING VERIZON WIRELESS ANTENNA TO REPLACE EXISTING. J/I�PANEL ANTENNA TO BE TYP. OF (4) © 4130.1) `r/jam ` REMOVED, TYP. OF (4) nxrx .10. J \ j°0* .4.0):RIVIAID.ORLGCM ... 114 OF 0\.L / — NEW SURGE Ali SUPPRESSOR NW EXIST. (5) VERIZON WIRELESS C 0//�- ANTENNAS TO REMAIN y 6 [S - NEW RRU, TYP. OF (2) IV v` - —NEW (7) VERIZON WIRELESS EXISTING VERIZON WIRELESS \ ( ) © a' PANEL ANTENNA TO REMAIN, -EXISTING VERIZON WIRELESS YI PANEL ANTENNAS TO REPLACE TYP. OF (4) PANEL ANTENNA, TYP. OF (5) N U EXIST. (7) ANTENNAS a zm z Ali as „ / EXISTING ANTENNA ARRA' 0 90' TI? HEIGHT NEW ANTENNA ARRAY 0 90' TIP HEIGHT 4/ 7 ` \ ANTENNA PLAN 22,34 SCALE: 1/4" - 1•_°- • ® _ 11x17 SCALE: 1/8" 1'-0• Z EXISTING 80' MONOPOLE—�_ EES M _, (BEYOND) al O -J �y !' O 2 Uti 4\ . SECTOR QUANTITY MODEL TIP HEIGHT AZIMUTH DIMENSIONS WEIGHT COAX SIZE # OF COAX —(3) NEW VERIZON © ALPHA 1 MTXCV1331821X000-T02-750 44" 30 94.71 x 8.1"w x 5.rd 23 lb COAX 2 PER ANT Coe a 0cc p � U�a oz o 0 " � -� WIRELESS PANEL my — - y 1 = '4 1 ANTENNA TO t ALPHA 1 BXA 80090•"8CF 44' 60' 96.51 x 11.2"w x 5.9 d 31 lb TRIPLEX 1 PER ANT ,.le no. 13-041 �w a. � REPLACE EXIST. ate 06/OD/t3 p ALPHA 1 CSS XP18-80-0 43' 60' 69.11 x 6.7"w x 4.1"d 13 lb TRIPLEX 1 PER ANT _ — .;es,gned by IX EXISTING BUILDING (BEYOND) (1) EXIST. VERIZON ALPHA 1 Hi(CIN331821X000-T02-750 44" 90' 94.71 x 8.1"w x 5.rd 23 lb C ER 1 PER ANT �w^ by Dy :.Necked by MC WIRELESS PANEL -, Approved ty SW��ANTENNA TO REMAIN. BETA 1 ANTEL BXA-70063-8CF-2 84' 180' 94.6"I x 11.2"w x 4.5"d 24 lb - 1-5/8" 2 PER ANT BETA 1 BXA-80090-8BF 83' 180' 96.51 x 11.2 w x 5.9 d 31 lb TRIPLEX 1 PER ANT Dote issued EXISTING EQUIPMENT SHELTER : W Dote issued for• sh = BETA 1 CSS XP 18-80-0 84' 180' 69.11 x 6.7°w x 4.1"d 13 lb TRIPLEX 1 PER ANT Zoning Permit fiiiF OAF d Date for Bulk:fine Perm t : BETA 1 CSS AXP18-80-0 83' 180' 12.51 x 7.1xN x 72"d 13.2 lb FIBER 1 PER ANT Dote issued _ for Bid GAMMA 1 300' 94.6"I x 11.2"w x 4.5"d 24 lb 1-5 8' 2 PER ANT Date Issued ANTEL BXA 70063-8CF-2 84' / strucrr i_ -_ II_ WALLA 1 BM-80080-88F — 84! - 300' 96.51 x 11.2", x 5.9"d 31 lb TRPLE)( 1 PER ANT GAMMA 1 CSS XP 18-80-0 83' 300' 69.11 x 6.7"w x 4.1"d 13 lb TRIPLEX 1 PER ANT POR TIGARD/99 GRADE GAMMA 1 CSS AXP18-80-0 83' 300' 12.51 x 7.1't x 7.2"d 13.2 lb FIBER 1 PER ANT 12925 SW PACIFIC HWY • �- TIGARD, OR 97223 NOTE: NEW ANTENNAS SHOWN IN BOLD —" ELEVATION& ANTENNA DETAILS NORTHEAST ELEVATION 22x34 SALE: '/B" _ ''-° A2.O ,1x17 SCALE: 1/16- a 1'-0" ANTENNA CONFIGURATION 22x34 SCALE: ITS 0.4 - - 11x17 SCALE: ITS GENERAL STRUCTURAL NOTES; 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. \/ 4 2_ NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, VerI wimmIESS NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR r APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF LEXCOM CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE ARCHITECT/ENGINEER. V 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF GPA CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS ARCHITECTS LLC DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION 2701 NW Vaughn,Suite 754 EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE Portland OR 97210 ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 503-274-7800 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE 41 LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. �/j 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO s ■r► PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE 4A — PROSECUTION OF THIS WORK. tix. Pomo.atmu_ 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. QF 0��� 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. 1 ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, ':F UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE 2010 OREGON STRUCTURAL SPECIALTY CODE (OSSC). D. COMPLY WITH ALL JURISDICTIONAL SPECIAL INSPECTION REQUIREMENTS 22.x3+.SCALE: rots I STANDARD STRUCTURAL STEEL NOTES; NOT USED 1 11"x17"SCALE: NTS 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123—A123M-02 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. m 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES \I W o ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 9TH EDITION. .A 1, U m 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. h 6 NEW PIPE MOUNT, 5. NON—STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DM. GALVANIZED ASTM A307 3 E TYP. — SIZE AS REQ. NEW AWS ANTENNA BOLTS U.N.O. o 2 C.K FOR EQUIP. NEW ANTENNA PIPE MOUNT, 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. No. Gate by Rev+slo+s NEW SURGE TYP. LENGTH AS REQ. FOR File no. 13-0643 SUPPRESSOR PANEL ANTENNA. SPECIAL INSPECTION; Dote f ' 04/18/13 BRACKET MOUNTING A. NONE REQUIRED. Desig,ed by IX BRACKET EXISTING MOUNT �" EXISTING CABLE = 61% Drown by �1 SUPPORT, TYP. NEW ANTENNA Checked by MK II y MOUNTING Approved by Wp BRACKET. TYP.TOP do BOTTOM II 111 I I NEW RRU W/ MOUNTING Date issLed ! NEW TRIPLEXER BRACKET TOP & BOTTOM. nor Iss ed WHERE REQ. ;1'----'�� TYP 3 Zoning Permi! Date issced for bcildh5 Per++,t `'`_-_'. ___ _____. Date d ed ■ for Bid Date rssLed ANEW " COAX JUMPER or Gr<i -non: NEW QUAD UNIVERSAL III 10" MIN. RADIUS 1�� RING MOUNT =','_ NEW JUMPER ON DRIP LOOP 10" MIN. RADIUS POR INEW HYBRID EXISTING COAX PORT ON DRIP LOOP LINNEMAN H' I CABLE EXISTING 4322 SE 182ND AVE COAX CABLE 97030 EXISTING PIPE MOUNT EXISTING MONOPOLE PANEL ANTENNA Stteet t�tie bgTE; ANTENNA VERIFY ANTENNA MOUNTING REQ. DETAILS& ---' 41)' W/ TOWER STRUCTURAL STRUCTURAL NOTES ANTENNA CONNECTION ?I-:;7- SCALE: 2 GENERAL STRUCTURAL NOTES ii-x17-SCALE: � 13 A3.0 RECEIVED '`. MAY 1 5 2013 OF AMERICAN TOWER' UILDING IGARD CO R PO R AT I ON BUILDING DIVISION Structural Analysis Report Structure : 76ft Monopole ATC Site Name : Tigard/99, OR ATC Site Number : 82805 Engineering Number : 52918522 Proposed Carrier : Verizon Carrier Site Name : POR Tigard99 1 Carrier Site Number : Tigard 99 Site Location : 12925 SW Pacific Hwy Portland, OR 97223-5015 45.426639,-122.779861 County : Washington Date : April 29, 2013 Max Usage : 89% Result : Pass PR4FS � GIN �'P `oar Amir H.Tabarestani,E.I. Design Engineer r752&'E CRGQN, ` 1 I ;sCig 4i��L r.SNP. EXPIRES:12/31/14 Apr 30 2013 2:49 PM . ATC Tower Services,Inc -400 Regency Forest Drive-Cary,NC 27518-919.468 0112 Office-919 466 5414 Fax-www mere a nt aver corn A Eng. Number 52918522 April 29, 2013 AMERICAN TOWER° ION Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection,Twist, and Sway 3 Standard Conditions 4 Calculations Attached t ATC Tower services,Inc. -400 Regency Forest Drive-Cary,NC 27518-919.168.0112 O hce-919.466.5411 Fax-www.ame ricantower.com Eng Number 52918522 April 29, 2013 AMERICAN TOiWER° Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 76 ft m onopole to reflect the change in loadingbyVerizon. Supporting Docum ents Tower Drawings Summit,Paul J.Ford Job#0029296-405,dated October 18, 1996 Foundation Drawing Summit,Paul J.Ford Job#A29296-405,dated Novem ber 25,1996 Geotechnical Report Redmond&Associates Job#150.014.G,dated November 15,1996 Analysis The tower was analyzed usingAmerican Tower Corporation's tower analysis software.This program considers an elastic three-dimensional model and second-order effects perANSI/TIA-222. Ras icWind Speed: 95 mph(3-Second Gust) BasicWind Speed w/ice: 30 mph(3-Second Gust)w/1 1/4"radial ice concurrent Code: ANSI/11A-222-G,Addendum 2/2009 IBC/2010 Oregon Structural Specialty Code Structure Class: I I Exposure Category: B Topographic Category: 1 Conclusion Based on the analysis results,the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact m e via em ail at am i r.tab arestani @am eri cantower.com or call 919-466-5046. ATCTowvSe•vioes,Mc.•410leseng rams tD.ite-Cary,NC 27510.919.4690112ORio:-919.4665414 Fax-wwwe me.iuntowe..00m A Eng. Number 52918522 April 29, 2013 AMERICAN TOWER` Page 2 C O R v O R A, 1 O N Existing and Reserved Equipment Mount Elev.'(ft) Qty. Antenna Mount Type Lines Carrier 2 Antel BXA-70063/8CF (8)1 5/8"Coax 76.0 2 CSS XP18-80 T-Arms Verizon 1 GPS (1)1/2"Coax • 9 Kathrein 742 264 18 Kathrein 860 10025 3 Lucent 9442 RRH 700 MHz (18)7/8"Coax 60.0 3 Lucent 9442 RRH AWS(W/0 S.S.) T-Arms (2)0.76"8 AWG 6 AT&T Mobility 12 Powerwave LGP21401 (1)3/8"Coax (1)0.39"Coax 3 Powerwave P65-17-XLH-RR 1 Raycap DC6-48-60-18-8F • 45.0 1 CSS XP18-80 Low Profile Platform - Venzon Proposed Equipment Elevation'(ft) Qty. Antenna Mount Type Lines Carrier Mount RAD 2 Antel BXA-80080-8CF-EDIN-X 4 ClearComm CCFA-386-1W 76.0 76.0 2 CSS AXP18-80 T-Arms (1)1 5/8"Hybriflex 3 Ericsson RRUS 11 Verizon 1 Antel BXA-80080-8CF-EDIN-X 45.0 45.0 2 Antel HTXCW331821x000 Low Profile Platform (3)1 5/8"Coax 2 ClearComm CCFA-386-1W 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount,RAD elevation is defined as center of antenna above ground level(AGL). Install proposed coax inside the pole shaft. ATC Tower Services,Inc. -400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com • A Eng. Number 52918522 April 29, 2013 AMERICAN TOWER' Page 3 C O R P O R A T I O N Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 89% Pass Shaft 76% Pass Base Plate 28% Pass Foundations Original Design Factored Design o Reaction Component Reactions Reactions* Analysis Reactions /o of Design Moment (Kips-Ft) 600.0 810.0 629.1 78% Shear(Kips) 11.0 14.9 12.1 81% •The design reactions are factored by 1.35 per ANSI/TIA-222-G,Sec.15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings,therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Deflection (ft) Sway(Rotation)(°) 76.0 0.838 1.010 45.0 0.331 0.079 *Deflection and Sway was evaluated considering a design wind speed of 60 mph(3-Second Gust)per ANSI/TIA-222-G ATC Tower Services,Inc. -400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com AMERICAN TOWER' 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, antenna, mounts 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 Tower 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. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA-222.The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities,we can provide no assurance to meet any other local and state codes or requirements. 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. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services,Inc.-400 Regency Forest Drive-Cary,NC 27518-919.468.0112 Office-919.466.5414 Fax-www.americantower.com Job Information Pole: 82805 Code: ANSI!TIA-222 Rev G Description: 76'Summit Monopole • Client: Verizon Struct Class: II Location: Tigard-99,OR Shape: 18 Sides Exposure: B Copy t«X%J7-2QU oyAmerfcan rower Corpo rat(on.AM Millis reserved. Height: 76.00 (ft) Topo: 1 Base Bev(ft): 0.00 Taper: 0.16203'(in/ft) -,,_, .: h 0 - I.. 0 A Sections Properties Diameter(in) Overlap Steel Shaft Length Accross Flats Thick Joint Lengrn Taper Grade Section tn) 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 0 - - U Attach Force E1ev (ft) Elev (ft) Oty Description 76.000 76.000 3 Ericsson RRUS 11 76.000 76.000 4 ClearComm CCFA-386-1W 76.000 76.000 2 CSS AXP18-80 76.000 76.000 2 Antel BXA-80080-8CF-EDIN-X 44'-0 76.000 76.000 2 Antel BXA-70063BCF 3/16'Thick 76.000 76.000 2 CSS XP18-80 (60 KSI) 76.000 84.000 1 GPS 76.000 76.000 3 Flat T-Arm 60.000 60.000 9 Kathrein 742 264 1 60.000 60.000 3 Powerwave P65-17-XLH-RR 60.000 60.000 3 Lucent 9442 RRH AWS(W/O 60.000 60.000 3 Lucent 9442 RRH 700 MHz 60.000 60.000 1 Raycap 006-48-60-18-8F 60.000 60.000 12 Powerwave LGP21401 60.000 60.000 18 Kathrein 860 10025 76-0. 60.000 60.000 3 Round T-Arm 45.000 45.000 2 Antel HTXCW331821x000 L 5 45.000 45.000 1 Antel BXA-80080-8CF-EDIH-X 45.000 46.000 2 ClearComm CCFA-386-1W 46.000 45.000 1 CSS XP18-80 46.000 45.000 1 Flat Low Profile Platform Linear Appurtenance Elev(ft) Exposed from To Description To Wind 0.000 45.000 1 5/8" Coax No 0.000 60.000 0.39"Coax Yes 0.000 60.000 0.76"8 AWG 6 Yes 35-0' 0.000 60.000 318" Coax Yes 1/4"Tlvdc (60 KSI) 0.000 60.000 7/8" Coax Yes 0.000 76.000 1 5/8" Coax No 0.000 76.000 1 5/8"Hybriflex No 0.000 76.000 1/2" Coax No - Load Cases 1.20+1.6W 95.00 mph with No Ice 0.90+1.6W 95.00 mph with No Ice(Reduced DL) • 1.20+1.0Di+1.OW1 30.00 mph with 1.25 in Radial Ice 1.00+1.0W 60.00 mph Serviceability r - ,- Reactions Moment Shear Axial Load Case (kip-ft) (kip) (kip) 1.20+1.6W 629.13 12.07 11.75 0.90+1.6W 624.09 12.00 8.80 1.20+1.0Di+1.0Wi 65.07 1.15 34.20 1.00+1.0W 157.36 3.02 9.83 Dish Deflections Lb Attach Deflection Rotation Load Case Elev (ft) (in) (deg) + 0.00 0.000 0.000 r2, wir a : : a 44-0 • 10'Thck_ 00 KSI; ^ 0 , I 0 =5' _ 1 35%0' 1/4'Thick (60 KSI) � Y 75.000 i v L i m 70.000_-;_. r 65.000—-� 60.000— , r - , r , , 55.000 50.000 -. 45.000— r f S 40.000 • 4 --�r35.000--: r , W 32.000— - 30.000— 25000--. , r-- --r r 20.000- - a 15.000— , i r , r -'r .-------,-•-----,----- 10 000- ' a , a i.... i 5.000--: r r r 0.000- ----' 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 0.92 Interactiai Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 4.2912013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 1 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (Inft) Cogeimgi.,02007-2011Ivv4mrcar:TowerCapotation.Afrights,eselved Z' Shaft Section Properties Bottom Top Slip Sect Length Thick Fv Joint Joint Weight Dia Eleu Area lx Wit Oft Dia Eleu Area lx Wit 13.1 Taper Info (ft) (in) (ksi) Type Len(in) (lb) (in) (ft) (sgin) (in^4) Ratio Ratio (in) (ft) (sgin) (in'4) Ratio Ratio (inffft) 1-18 35.000 0.2500 60 0.00 2,349 27.94 0.00 21.97 2128.4 18.30 111.76 22.26 35.00 17.47 1070.2 14.30 89.07 0.162039 2-18 44.000 0.1875 60 Slip 36.00 1,727 23.13 32.00 13.65 907.9 20.34 123.36 16.00 76.00 9.41 297.3 13.64 85.33 0.162039 Shaft Weight 4,075 Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Elev Weight CaAa CaAa Weight Cana CaAa From Face Ecc (ft) Description Oty (Ib) (st) Factor (Ib) (sf) Factor (ft) (ft) 76.00 Antel BXA-70063.13CF 2 24.00 10.660 0.82 415.37 13.258 0.82 0.000 0.000 76.00 Antel BXA-80080-8CF-EDIN-X 2 23.00 8.200 0.90 371.85 10.733 0.90 0.000 0.000 76.00 ClearComm CCFA-386-1W 4 16.00 1.050 0.50 74.92 1.577 0.50 0.000 0.000 76.00 CSS AXP18-80 2 19.20 4.840 0.85 236.89 6.762 0.85 0.000 0.000 76.00 CSS XP18-80 2 15.50 4.860 0.85 199.62 6.795 0.85 0.000 0.000 76.00 Ericsson RRUS 11 3 50.70 3.250 0.67 203.35 3.901 0.67 0.000 0.000 76.00 Flat T-Arm 3 250.00 12.900 0.67 576.10 25.660 0.67 0.000 0.000 76.00 GPS 1 10.00 1.000 1.00 82.27 1.223 1.00 0.000 8.000 60.00 Kathrein 742 264 9 36.40 5.190 0.78 253.50 6.440 0.78 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 Lucent 9442 RRH 700 MHz 3 51.00 2.490 0.67 201.77 3.129 0.67 0.000 0.000 60.00 Lucent 9442 RRH AWS(WO 3 43.00 2.510 0.67 170.60 3.191 0.67 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 Powerwave P65-17-XLH-RR 3 59.00 11.460 0.80 477.57 14.027 0.80 0.000 0.000 60.00 Ravcap DC6-48-60-18-8F 1 32.80 1.470 1.00 191.29 3.240 1.00 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-80080-8CF-EDIN-X 1 23.00 8.200 1.00 348.52 10.592 1.00 0.000 0.000 45.00 Antel HTXCW331821x000 2 67.00 16.460 0.77 570.81 17.419 0.77 0.000 0.000 45.00 ClearCornrn CCFA-386-1W 2 16.00 1.050 0.67 70.31 1.535 0.67 0.000 0.000 45.00 CSS XP18-80 1 15.50 4.860 1.00 186.13 6.690 1.00 0.000 0.000 45.00 Flat Low Profile Platform 1 1500.00 26.100 1.00 2,459.30 54.368 1.00 0.000 0.000 Totals 78 4604.20 17.511.04 Number of Loadings: 21 Linear Appurtenance Properties Elev Elev Exposed From To Width Exposed 91) lit, Description (in) Io Wind 0.00 76.00 (8) 1 518" Coax 0.00 N 0.00 76.00 (1) 1 5/0"Hybriflex 0.00 N 0.00 76.00 (1) 1f2" Coax 0.00 N 0.00 60.00 (1)0.39"Coax 0.00 Y 0.00 60.00 (2)0.76"8 AWG 6 0.00 Y 0.00 60.00 (1) 3f8" Coax 0.00 Y 0.00 60.00 (18)7f8" Coax 5.45 Y 0.00 45.00 (3) 1 5.0" Coax 0.00 N • Pole: 82805 Code: ANS1TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 429.20139:26:11 AM Height: 76.00 (ft) Exposure Category: B Page: 2 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (inlft) Ccpyrhgh 02007-2011 by American Tower Corporation.Atl tights reserved. Segment Properties (Max Len : 5ft) Sea Top Flat Elev Thick uia Area lx W. DA F'y S Weight (ft) Description (in) (in) (inA2) (iO4) Ratio Ratio (ksi) (in3) ph) 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 76.2 101.0 313.7 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 06.20 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: ANSI!TIA-222 Rev G Location: Tigard-99.OR Struct Class: II `t' 4a29E2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 3 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (infft) C.4",73,r.92007-2011byAme,,r3r Towel Cof pc.,at.wr... 4i,,g,',!_,ri,,,,,;;.d Z Load Case: 1.2D • 1.6W 95.00 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 roan (ft) Description Kzt Kz (psf) (psf) (rnpn-ft) Cf (in) (ft) (sf) (sf) iui tall (Ih) 0.00 1.00 0.70 15.364 16.90 187.91 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.364 16.90 182.46 0.835 x 0.000 5.00 11.650 9.73 263.1 0.0 442.0 10.00 1.00 0.70 15.364 16.90 177.01 1.200 x 0.000 5.00 11.307 13.57 366.9 0.0 428.9 15.00 1.00 0.70 15.364 16.90 171.57 1.200 ' 0.000 5.00 10.964 13.16 355.8 0.0 415.8 20.00 1.00 0.70 15.364 16.90 166.12 1.200 ' 0.000 5.00 10.621 12.75 344.7 0.0 402.6 25.00 1.00 0.70 15.364 16.90 160.67 1.200 " 0.000 5.00 10.279 12.33 333.5 0.0 389.5 30.00 1.00 0.70 15.377 16.91 155.28 1.200 x 0.000 5.00 9.936 11.92 322.7 0.0 376.4 32.00 Bot-Section 2 1.00 0.71 15.663 17.23 154.52 1.200 ' 0.000 2.00 3.878 4.65 128.3 0.0 146.9 35.00 Top-Section 1 1.00 0.73 16.070 17.67 153.17 1.200 ' 0.000 3.00 5.810 6.97 197.2 0.0 381.9 . 40.00 1.00 0.76 16.694 18.36 153.07 1.200 ' 0.000 5.00 9.409 11.29 331.7 0.0 267.9 45.00 Appertunance(s) 1.00 0.78 17.266 18.99 149.89 1.200 ' 0.000 5.00 9.066 10.88 330.6 0.0 258.1 50.00 1.00 0.81 17.793 19.57 146.30 1.200 ' 0.000 5.00 8.723 10.47 327.8 0.0 248.2 55.00 1.00 0.83 18.285 20.11 142.36 1.200 ' 0.000 5.00 8.381 10.06 323.6 0.0 238.4 - 60.00 Appertunance(s) 1.00 0.85 18.745 20.61 138.12 1.200 - 0.000 5.00 8.038 9.65 318.2 0.0 228.5 65.00 1.00 0.87 19.179 21.09 133.62 0.650 0.000 5.00 7.695 5.00 168.8 0.0 218.7 70.00 1.00 0.89 19.589 21.54 128.89 0.650 0.000 5.00 7.352 4.78 164.8 0.0 208.9 75.00 1.00 0.91 19.979 21.97 123.95 0.650 0.000 5.00 7.009 4.56 160.2 0.0 199.0 76.00 Appertunance(s) 1.00 0.91 20.055 22.06 122.94 0.650 0.000 1.00 1.361 0.88 31.2 0.0 38.6 = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 4.469.2 0.0 4.890.3 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99.OR Struct Class: II Y 4+29,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 4 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.162039 (lnlft) Copy.wfr 2007-2011 byAtretuan zowerCap 4,t atwr. 4+,,g.htstesveE Z' ■ Load Case: 1.2D + 1.6W 95.00 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 Eleu qz qzGh CaAa Laud Ecc Ecc FX Y Z Loan (ft) Description Oty (psf) (psi) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (ID-ft) (Ib) 45.00 Antel BXA-80080-8CF- 1 17.266 18.992 0.80 0.80 6.56 0.000 0.000 199.34 0.00 0.00 27.60 45.00 Antel 2 17.266 18.992 0.62 0.80 20.28 0.000 0.000 616.23 0.00 0.00 160.80 45.00 ClearComm CCFA-386- 2 17.266 18.992 0.54 0.80 1.13 0.000 0.000 34.20 0.00 0.00 38.40 45.00 CSS XP18-80 1 17.266 18.992 0.80 0.80 3.89 0.000 0.000 118.15 0.00 0.00 18.60 45.00 Flat Low Profile PIa 1 17.266 18.992 1.00 1.00 26.10 0.000 0.000 793.12 0.00 0.00 1.800.00 60.00 Kathrein 742 264 9 18.745 20.619 0.62 0.80 29.15 0.000 0.000 961.59 0.00 0.00 393.12 60.00 Kathrein 860 10025 18 18.745 20.619 0.40 0.80 1.30 0.000 0.000 42.76 0.00 0.00 25.92 60.00 Lucent 9442 RRH 700 3 18.745 20.619 0.54 0.80 4.00 0.000 0.000 132.09 0.00 0.00 183.60 60.00 Lucent 9442 RRH AWS 3 18.745 20.619 0.54 0.80 4.04 0.000 0.000 133.15 0.00 0.00 154.80 60.00 Powerwave LGP21401 12 18.745 20.619 0.40 0.80 6.19 0.000 0.000 204.28 0.00 0.00 203.04 , 60.00 Powerwave P65-17- 3 18.745 20.619 0.64 0.80 22.00 0.000 0.000 725.91 0.00 0.00 212.40 60.00 Raycap 006-48-60-18- 1 18.745 20.619 0.80 0.80 1.18 0.000 0.000 38.80 0.00 0.00 39.36 60.00 Round T-Arm 3 18.745 20.619 0.50 0.75 14.62 0.000 0.000 482.42 0.00 0.00 900.00 76.00 Antel BXA-70063!8CF 2 20.055 22.060 0.66 0.80 13.99 0.000 0.000 493.65 0.00 0.00 57.60 - 76.00 Antel BXA-80080-8CF- 2 20.055 22.060 0.72 0.80 11.81 0.000 0.000 416.77 0.00 0.00 55.20 76.00 ClearCornrn CCFA-386- 4 20.055 22.060 0.40 0.80 1.68 0.000 0.000 59.30 0.00 0.00 76.80 76.00 CSS AXP18-80 2 20.055 22.060 0.68 0.80 6.58 0.000 0.000 232.33 0.00 0.00 46.08 76.00 CSS XP18-80 2 20.055 22.060 0.68 0.80 6.61 0.000 0.000 233.29 0.00 0.00 37.20 76.00 Ericsson RRUS 11 3 20.055 22.060 0.54 0.80 5.23 0.000 0.000 184.46 0.00 0.00 182.52 76.00 Flat T-Arras 3 20.055 22.060 0.50 0.75 19.45 0.000 0.000 686.40 0.00 0.00 900.00 76.00 GPS 1 20.636 22.700 0.80 0.80 0.80 0.000 8.000 29.06 0.00 232.45 12.00 6,817.31 5,525.04 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99.OR Struct Class: II Y 4429,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 5 • Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.162039 (In.?t) C o p y n y h t 02007-2011 by.Am,.'c a r-1-•wei COW!3174 o .A1.' s e5.e!.. d Z Load Case: 1.20 + 1.6W 95.00 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 Lieu Exposed Length Width Area CaAa qz Adjust F x Load (It) Description Io Wind (ft) Ca (in) (sqn) (s(Ift) (psi) Ra Factor (Ih) (lb) 5.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.42 5.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 6.48 5.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.48 5.00 (18)718" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.364 0.195 1.285 0.00 35.64 10.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.42 10.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 6.48 10.00 (1)38" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.48 10.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.201 0.000 65.32 35.64 15.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.42 15.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 6.48 • 15.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.48 15.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.207 0.000 65.32 35.64 20.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.42 20.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 6.48 20.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.48 20.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.214 0.000 65.32 35.64 25.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.42 25.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 6.48 25.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.48 25.00 (10)718" Coax Yes 5.00 1.061 5.45 2.27 2.42 15.364 0.221 0.000 65.32 35.64 30.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.42 30.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 6.48 30.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.48 30.00 (18)718" Coax Yes 5.00 1.063 5.45 2.27 2.41 15.377 0.229 0.000 65.35 35.64 32.00 (1)0.39"Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.17 32.00 (2)0.76"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 2.59 32.00 (1)318" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.19 32.00 (18)718" Coax Yes 2.00 1.054 5.45 0.91 0.96 15.663 0.234 0.000 26.38 14.26 35.00 (1)0.39"Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.25 35.00 (2)0.76"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.230 0.000 0.00 3.89 35.00 (1)3.8" Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.29 35.00 (18)7.8" Coax Yes 3.00 1.040 5.45 1.36 1.42 16.070 0.238 0.000 40.08 21.38 40.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.42 40.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 6.48 40.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.48 40.00 (18)78" Coax Yes 5.00 1.020 5.45 2.27 2.32 16.694 0.241 0.000 68.09 35.64 45.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.42 45.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 6.48 45.00 (1)3.8" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.48 45.00 (18)718" Coax Yes 5.00 1.003 5.45 2.27 2.28 17.266 0.250 0.000 69.25 35.64 50.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.42 50.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 6.48 50.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.48 50.00 (18)718" Coax Yes 5.00 0.988 5.45 2.27 2.24 17.793 0.260 0.000 70.30 35.64 55.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.42 55.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 6.48 55.00 (1)38" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.48 • 55.00 (18)718" Coax Yes 5.00 0.975 5.45 2.27 2.21 18.285 0.271 0.000 71.26 35.64 60.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.42 60.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 6.48 60.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.48 Pole: 82805 Code: ANSI/HA-222 Rev G Location: Tigard-99,OR Struct Class: II 4/29/2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 6 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (it) Shape: 18 Sides / X Taper: 0.162039 (in1Tt) Copyright 02007-20 11 byAmtvican TOWN Corporation AV rights reserved. 7/ Load Case: 1.2o •1.6W 95.00 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 60.00 (18)718" Coax Yes 5.00 0.963 5.45 2.27 2.19 18.745 0.283 0.000 72.15 35.64 Totals: 744.13 516.23 • Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 4,29.2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 7 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (In.'ft) L v,',p,-∎0 _?ii r r E.i;A.ma+aan Towty Co/potation.A0tights rse•v:rd Z Load Case: 1.2D + 1.6W 95.00 mph with No Ice 21 Iterations Gust Response Factor: 1.10 Wind Importance Factor: 1.00 Dead Load Factor: 1.20 Wind I nail Factor: 1.60 Applied Segment Forces Summary Seg Lateral Axial Torsion Moment Elev FX(-) FY(-) MY MZ (ft) (Ib) (Ib) (lb-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 263.08 547.85 0.00 0.00 10.00 432.23 534.73 0.00 0.00 15.00 421.10 521.60 0.00 0.00 20.00 409.98 508.48 0.00 0.00 25.00 398.86 495.35 0.00 0.00 30.00 388.03 482.23 0.00 0.00 32.00 154.68 189.21 0.00 0.00 35.00 237.26 445.36 0.00 0.00 - 40.00 399.84 373.76 0.00 0.00 45.00 2,160.89 2,409.31 0.00 0.00 50.00 398.12 339.31 0.00 0.00 _ 55.00 394.90 329.46 0.00 0.00 60.00 3,111.36 2,431.86 0.00 0.00 65.00 168.83 266.76 0.00 0.00 70.00 164.76 256.91 0.00 0.00 75.00 160.21 247.07 0.00 0.00 76.00 2,366.48 1,415.63 0.00 232.45 Totals: 12,030.61 11,794.87 0.00 232.45 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 4,29,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 8 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (in!ft) Cop.mg..,82007-2011byArn,can Towel Corp*,abon AC9ghtsresivved Z� Load Case: 1.2D + 1.6W 95.00 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 ML MX Moment Nn vn in 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 -11.75 -12.07 0.00 -629.13 0.00 629.13 1,473.49 736.74 1.674.57 838.53 0.00 0.00 0.759 5.00 -11.12 -11.88 0.00 -568.77 0.00 568.77 1,441.82 720.91 1.590.21 796.29 0.22 -0.40 0.722 10.00 -10.51 -11.52 0.00 -509.35 0.00 509.35 1,409.45 704.73 1,507.23 754.73 0.85 -0.79 0.683 15.00 -9.93 -11.15 0.00 -451.75 0.00 451.75 1.374.52 687.26 1.423.76 712.94 1.89 -1.18 0.641 20.00 -9.36 -10.79 0.00 -395.98 0.00 395.98 1,330.43 665.22 1,333.46 667.72 3.32 -1.55 0.600 25.00 -8.81 -10.43 0.00 -342.02 0.00 342.02 1,286.35 643.17 1,246.11 623.98 5.14 -1.91 0.555 30.00 -8.30 -10.06 0.00 -289.85 0.00 289.85 1,242.26 621.13 1,161.73 581.73 7.33 -2.25 0.505 32.00 -8.09 -9.92 0.00 -269.73 0.00 269.73 1,224.62 612.31 1,128.80 565.24 8.30 -2.38 0.484 35.00 -7.62 -9.70 0.00 -239.97 0.00 239.97 876.31 438.15 808.20 404.70 9.86 -2.57 0.602 40.00 -7.21 -9.32 0.00 -191.48 0.00 191.48 853.91 426.95 758.89 380.01 12.71 -2.86 0.513 - 45.00 -4.89 -7.06 0.00 -144.88 0.00 144.88 830.81 415.41 710.49 355.77 15.88 -3.17 0.413 50.00 -4.54 -6.66 0.00 -109.59 0.00 109.59 807.03 403.52 663.08 332.03 19.35 -3.44 0.336 55.00 4.22 -6.26 0.00 -76.28 0.00 76.28 782.56 391.28 616.72 308.82 23.07 -3.66 0.253 60.00 -1.99 -3.00 0.00 -44.98 0.00 44.98 751.15 375.58 566.77 283.80 27.00 -3.82 0.161 - 65.00 -1.73 -2.82 0.00 -29.97 0.00 29.97 718.09 359.04 517.73 259.25 31.06 -3.93 0.118 70.00 -1.48 -2.64 0.00 -15.88 0.00 15.88 685.02 342.51 470.90 235.80 35.22 -4.01 0.070 75.00 -1.24 -2.46 0.00 -2.69 0.00 2.69 651.96 325.98 426.30 213.47 39.45 -4.05 0.015 76.00 0.00 -2.37 0.00 -0.23 0.00 0.23 645.34 322.67 417.65 209.13 40.30 -4.05 0.001 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 429.2013 9:26:1?AM Height: 76.00 (ft) Exposure Category: B Page: 9 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides / x Taper: 0.162039 (inift) CopywixtC2 007-2011byA encanTowcvCorpora:oar? 4,9ghtsreserved. 4/ Load Case: 0.9D + 1.6W 95.00 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 qz gzGh C Thick Tributary Aa CfAa Force X Load Ice Loau (ft) Description Kzt Kz (psf) (psi) (mpn-ft) Cf (in) (ft) (sf) (sf) (ID) lint (lb) 0.00 1.00 0.70 15.364 16.90 187.91 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 15.364 16.90 182.46 0.650 ` 0.000 5.00 11.650 7.57 204.8 0.0 331.5 10.00 1.00 0.70 15.364 16.90 177.01 1.200 ` 0.000 5.00 11.307 13.57 366.9 0.0 321.7 15.00 1.00 0.70 15.364 16.90 171.57 1.200 ' 0.000 5.00 10.964 13.16 355.8 0.0 311.8 20.00 1.00 0.70 15.364 16.90 166.12 1.200 ` 0.000 5.00 10.621 12.75 344.7 0.0 302.0 25.00 1.00 0.70 15.364 16.90 160.67 1.200 x 0.000 5.00 10.279 12.33 333.5 0.0 292.1 30.00 1.00 0.70 15.377 16.91 155.28 1.200 * 0.000 5.00 9.936 11.92 322.7 0.0 282.3 32.00 Bot-Section 2 1.00 0.71 15.663 17.23 154.52 1.200 " 0.000 2.00 3.878 4.65 128.3 0.0 110.2 35.00 Top-Section 1 1.00 0.73 16.070 17.67 153.17 1.200 * 0.000 3.00 5.810 6.97 197.2 0.0 286.4 • 40.00 1.00 0.76 16.694 18.36 153.07 1.200 * 0.000 5.00 9.409 11.29 331.7 0.0 200.9 45.00 Appertunance(s) 1.00 0.78 17.266 18.99 149.89 1.200 * 0.000 5.00 9.066 10.88 330.6 0.0 193.6 50.00 1.00 0.81 17.793 19.57 146.30 1.200 * 0.000 5.00 8.723 10.47 327.8 0.0 186.2 55.00 1.00 0.83 18.285 20.11 142.36 1.200 < 0.000 5.00 8.381 10.06 323.6 0.0 178.8 - 60.00 Appertunance(s) 1.00 0.85 18.745 20.61 138.12 1.200 ' 0.000 5.00 8.038 9.65 318.2 0.0 171.4 65.00 1.00 0.87 19.179 21.09 133.62 0.650 0.000 5.00 7.695 5.00 168.8 0.0 164.0 70.00 1.00 0.89 19.589 21.54 128.89 0.650 0.000 5.00 7.352 4.78 164.8 0.0 156.6 75.00 1.00 0.91 19.979 21.97 123.95 0.650 0.000 5.00 7.009 4.56 160.2 0.0 149.3 76.00 Appertunance(s) 1.00 0.91 20.055 22.06 122.94 0.650 0.000 1.00 1.361 0.88 31.2 0.0 29.0 = Cf Adjusted By L inear Load Ra Effect Totals: 76.00 4.410.9 0.0 3.667.7 • Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II Y 4,29,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 10 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (in ft) Coomght P2007-2011 byA men:can Tower Cal wration.AO'rights resolved Z-/ Load Case: 0.9D + 1.6W 95.00 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 k_ar►a Ecc Ecc FX Y Z Loa(' (ft) Description Qty (psi) (pst) Factor Ka (sf) (f() (ft) (Ib) (lb-ft) (lb-ft) (Ib) 45.00 Antel BXA-80080-8CF- 1 17.266 18.992 0.80 0.80 6.56 0.000 0.000 199.34 0.00 0.00 20.70 45.00 Antel 2 17.266 18.992 0.62 0.80 20.28 0.000 0.000 616.23 0.00 0.00 120.60 45.00 ClearComrn CCFA-386- 2 17.266 18.992 0.54 0.80 1.13 0.000 0.000 34.20 0.00 0.00 28.80 45.00 CSS XP18-80 1 17.266 18.992 0.80 0.80 3.89 0.000 0.000 118.15 0.00 0.00 13.95 45.00 Flat Low Profile Pla 1 17.266 18.992 1.00 1.00 26.10 0.000 0.000 793.12 0.00 0.00 1,350.00 60.00 Kathrein 742 264 9 18.745 20.619 0.62 0.80 29.15 0.000 0.000 961.59 0.00 0.00 294.84 60.00 Kathrein 860 10025 18 18.745 20.619 0.40 0.80 1.30 0.000 0.000 42.76 0.00 0.00 19.44 60.00 Lucent 9442 RRH 700 3 18.745 20.619 0.54 0.80 4.00 0.000 0.000 132.09 0.00 0.00 137.70 60.00 Lucent 9442 RRH AWS 3 18.745 20.619 0.54 0.80 4.04 0.000 0.000 133.15 0.00 0.00 116.10 60.00 Powerwave LGP21401 12 18.745 20.619 0.40 0.80 6.19 0.000 0.000 204.28 0.00 0.00 152.28 60.00 Powerwave P65-17- 3 18.745 20.619 0.64 0.80 22.00 0.000 0.000 725.91 0.00 0.00 159.30 60.00 Raycap DC6-48-60-18- 1 18.745 20.619 0.80 0.80 1.18 0.000 0.000 38.80 0.00 0.00 29.52 60.00 Round T-Arrn 3 18.745 20.619 0.50 0.75 14.62 0.000 0.000 482.42 0.00 0.00 675.00 76.00 Antel BXA-70063!8CF 2 20.055 22.060 0.66 0.80 13.99 0.000 0.000 493.65 0.00 0.00 43.20 . 76.00 Antel BXA-80080-8CF- 2 20.055 22.060 0.72 0.80 11.81 0.000 0.000 416.77 0.00 0.00 41.40 76.00 ClearCornrn CCFA-386- 4 20.055 22.060 0.40 0.80 1.68 0.000 0.000 59.30 0.00 0.00 57.60 76.00 CSS AXP18-80 2 20.055 22.060 0.68 0.80 6.58 0.000 0.000 232.33 0.00 0.00 34.56 76.00 CSS XP18-80 2 20.055 22.060 0.68 0.80 6.61 0.000 0.000 233.29 0.00 0.00 27.90 76.00 Ericsson RRUS 11 3 20.055 22.060 0.54 0.80 5.23 0.000 0.000 184.46 0.00 0.00 136.89 76.00 Flat T-Arrn 3 20.055 22.060 0.50 0.75 19.45 0.000 0.000 686.40 0.00 0.00 675.00 76.00 GPS 1 20.636 22.700 0.80 0.80 0.80 0.000 8.000 29.06 0.00 232.45 9.00 6,817.31 4,143.78 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 4)29,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 11 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (iMt) •,go.4;h!P2007-201IbvAttuvuan Towel Cot,::an.:o 41 t.,9.ts,esetved Z/ Load Case: 0.9D + 1.6W 95.00 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 tiev Exposed Length Width Area CaAa qz Adjust F X Load (it) Description Io Wind (n) Ca (in) (min) (sgft) (psi) Ra Factor (Ih) (lb) 5.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.31 5.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 4.86 5.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.195 1.285 0.00 0.36 5.00 (18)7.+8" Coax Yes 5.00 0.000 5.45 2.27 0.00 15.364 0.195 1.285 0.00 26.73 10.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.31 10.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 4.86 10.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.201 0.000 0.00 0.36 10.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.201 0.000 65.32 26.73 15.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.31 15.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 4.86 • 15.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.207 0.000 0.00 0.36 15.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.207 0.000 65.32 26.73 20.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.31 20.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 4.86 - 20.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.214 0.000 0.00 0.36 20.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.214 0.000 65.32 26.73 25.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.31 25.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 4.86 25.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.364 0.221 0.000 0.00 0.36 25.00 (18)718" Coax Yes 5.00 1.064 5.45 2.27 2.42 15.364 0.221 0.000 65.32 26.73 30.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.31 30.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 4.86 30.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 15.377 0.229 0.000 0.00 0.36 30.00 (18)7+8" Coax Yes 5.00 1.063 5.45 2.27 2.41 15.377 0.229 0.000 65.35 26.73 32.00 (1)0.39"Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.13 32.00 (2)0.76"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 1.94 32.00 (1)318" Coax Yes 2.00 0.000 0.00 0.00 0.00 15.663 0.234 0.000 0.00 0.14 32.00 (18)718" Coax Yes 2.00 1.054 5.45 0.91 0.96 15.663 0.234 0.000 26.38 10.69 35.00 (1)0.39"Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.19 35.00 (2)0.76"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 2.92 35.00 (1)3+8" Coax Yes 3.00 0.000 0.00 0.00 0.00 16.070 0.238 0.000 0.00 0.22 35.00 (18)711" Coax Yes 3.00 1.040 5.45 1.36 1.42 16.070 0.238 0.000 40.08 16.04 40.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.31 40.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 4.86 40.00 (1)18" Coax Yes 5.00 0.000 0.00 0.00 0.00 16.694 0.241 0.000 0.00 0.36 40.00 (18)718" Coax Yes 5.00 1.020 5.45 2.27 2.32 16.694 0.241 0.000 68.09 26.73 45.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.31 45.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 4.86 45.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.266 0.250 0.000 0.00 0.36 45.00 (18)718" Coax Yes 5.00 1.003 5.45 2.27 2.28 17.266 0.250 0.000 69.25 26.73 50.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.31 50.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 4.86 50.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 17.793 0.260 0.000 0.00 0.36 50.00 (18)7,2" Coax Yes 5.00 0.988 5.45 2.27 2.24 17.793 0.260 0.000 70.30 26.73 55.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.31 55.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 4.86 55.00 (1)3!8" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.285 0.271 0.000 0.00 0.36 55.00 (18)718" Coax Yes 5.00 0.975 5.45 2.27 2.21 18.285 0.271 0.000 71.26 26.73 60.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.31 60.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 4.86 60.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 18.745 0.283 0.000 0.00 0.36 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 429!'2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 12 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (in.ft) Cnpyiight0 2007-2011 byAmie,car,Tni verCATaatim.AU tights reserved Z•' Load Case: 0.9D + 1.6W 95.00 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 60.00 (18)7!0" Coax Yes 5.00 0.963 5.45 2.27 2.19 18.745 0.283 0.000 72.15 26.73 Totals: 744.13 387.17 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99.OR Struct Class: II 4.29.2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 13 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides }( Taper: 0.162039 (infft) Copp7ight @2007-2011byAmerti:a. Acq•:r,ic:,,io3biw Y.r.,0t5•rse,...ed Z' Load Case: 0.9D + 1.6W 95.00 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 Seg Lateral Axial Torsion Moment E lev F}((-) FY(-) MY Ml (ft) (lb) (Ih) (11)-ft) (Ib-ft) 0.00 0.00 0.00 0.00 0.00 5.00 204.76 410.89 0.00 0.00 10.00 432.23 401.04 0.00 0.00 15.00 421.10 391.20 0.00 0.00 20.00 409.98 381.36 0.00 0.00 25.00 398.86 371.51 0.00 0.00 30.00 388.03 361.67 0.00 0.00 32.00 154.68 141.91 0.00 0.00 35.00 237.26 334.02 0.00 0.00 - 40.00 399.84 280.32 0.00 0.00 45.00 2.160.89 1,806.98 0.00 0.00 50.00 398.12 254.48 0.00 0.00 55.00 394.90 247.10 0.00 0.00 60.00 3.111.36 1,823.89 0.00 0.00 65.00 168.83 200.07 0.00 0.00 70.00 164.76 192.68 0.00 0.00 75.00 160.21 185.30 0.00 0.00 76.00 2.366.48 1,061.72 0.00 232.45 Totals: 11,972.30 8,846.15 0.00 232.45 • Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 4.2912013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 14 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides /' X Taper: 0.162039 (Iriu ) Copyight 02007-2011 byAmer.rao rowel Capaat n.AI+,,v_hhts,esaved Z- Load Case: 0.9D +1.6W 95.00 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 Mt MX Moment Nn vn in 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 -8.80 -12.00 0.00 -624.09 0.00 624.09 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.751 5.00 -8.31 -11.85 0.00 -564.07 0.00 564.07 1,441.82 720.91 1.590.21 796.29 0.21 -0.40 0.714 10.00 -7.84 -11.47 0.00 -504.80 0.00 504.80 1,409.45 704.73 1,507.23 754.73 0.84 -0.79 0.675 15.00 -7.38 -11.09 0.00 -447.45 0.00 447.45 1,374.52 687.26 1,423.76 712.94 1.87 -1.17 0.633 20.00 -6.94 -10.72 0.00 -391.99 0.00 391.99 1,330.43 665.22 1,333.46 667.72 3.29 -1.54 0.593 25.00 -6.52 -10.35 0.00 -338.40 0.00 338.40 1,286.35 643.17 1,246.11 623.98 5.10 -1.89 0.548 30.00 -6.13 -9.97 0.00 -286.66 0.00 286.66 1,242.26 621.13 1,161.73 581.73 7.26 -2.23 0.498 32.00 -5.97 -9.83 0.00 -266.72 0.00 266.72 1.224.62 612.31 1,128.80 565.24 8.22 -2.36 0.477 35.00 -5.61 -9.60 0.00 -237.24 0.00 237.24 876.31 438.15 808.20 404.70 9.77 -2.55 0.593 _ 40.00 -5.30 -9.21 0.00 -189.24 0.00 189.24 853.91 426.95 758.89 380.01 12.59 -2.83 0.505 45.00 -3.57 -6.98 0.00 -143.17 0.00 143.17 830.81 415.41 710.49 355.77 15.73 -3.14 0.407 50.00 -3.31 -6.58 0.00 -108.27 0.00 108.27 807.03 403.52 663.08 332.03 19.17 -3.41 0.330 55.00 -3.07 -6.18 0.00 -75.36 0.00 75.36 782.56 391.28 616.72 308.82 22.85 -3.62 0.248 60.00 -1.44 -2.96 0.00 -44.44 0.00 44.44 751.15 375.58 566.77 283.80 26.73 -3.78 0.159 65.00 -1.25 -2.78 0.00 -29.62 0.00 29.62 718.09 359.04 517.73 259.25 30.76 -3.89 0.116 70.00 -1.07 -2.61 0.00 -15.70 0.00 15.70 685.02 342.51 470.90 235.80 34.88 -3.97 0.068 75.00 -0.89 -2.43 0.00 -2.67 0.00 2.67 651.96 325.98 426.30 213.47 39.06 -4.01 0.014 76.00 0.00 -2.37 0.00 -0.23 0.00 0.23 645.34 322.67 417.65 209.13 39.90 -4.01 0.001 Pole: 82805 Code: ANSI/I-IA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 4129120139:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 15 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.162039 (in/ft) CepN, +u 02007-2011 by Afrvpc i.Ti 'l.C cipo,'gPon 4+1,47.6t5 yescvved Z'' Load Case: 1.2D + 1.0Di+ 1.0Wi 30.00 mph with 1.25 in Radial Ice 20 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 nzGh C Thick Tributary Aa CfAa Force X Load Ice Loaa (ft) Description Kzt Kz (psi) (psi) (mph-ft) Cf (in) (ft) (sf) (sf) OW in (lb) 0.00 1.00 0.70 1.532 1.685 0.000 1.200 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.070 5.00 13.375 16.05 27.1 378.4 820.4 10.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.219 5.00 13.156 15.79 26.6 396.3 825.2 15.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.310 5.00 12.890 15.47 26.1 402.3 818.1 20.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.378 5.00 12.603 15.12 25.5 402.9 805.6 25.00 1.00 0.70 1.532 1.685 0.000 1.200 * 2.432 5.00 12.305 14.77 24.9 400.5 790.0 30.00 1.00 0.70 1.533 1.687 0.000 1.200 * 2.476 5.00 11.999 14.40 24.3 396.0 772.4 32.00 Bot-Section 2 1.00 0.71 1.562 1.718 0.000 1.200 * 2.492 2.00 4.709 5.65 9.7 157.5 304.4 35.00 Top-Section 1 1.00 0.73 1.603 1.763 0.000 1.200 * 2.515 3.00 7.067 8.48 14.9 237.5 619.4 40.00 1.00 0.76 1.665 1.831 0.000 1.200 * 2.549 5.00 11.533 13.84 25.3 388.8 656.7 45.00 Appertunance(s) 1.00 0.78 1.722 1.894 0.000 1.200 * 2.579 5.00 11.215 13.46 25.5 380.8 638.9 50.00 1.00 0.81 1.774 1.952 0.000 1.200 * 2.606 5.00 10.895 13.07 25.5 372.0 620.3 55.00 1.00 0.83 1.823 2.006 0.000 1.200 * 2.631 5.00 10.573 12.69 25.4 362.6 601.0 . 60.00 Appertunance(s) 1.00 0.85 1.869 2.056 0.000 1.200 * 2.654 5.00 10.250 12.30 25.3 352.7 581.2 65.00 1.00 0.87 1.913 2.104 0.000 1.200 2.675 5.00 9.924 11.91 25.1 342.3 561.0 70.00 1.00 0.89 1.953 2.149 0.000 1.200 2.695 5.00 9.598 11.52 24.7 331.5 540.4 75.00 1.00 0.91 1.992 2.192 0.000 1.200 2.714 5.00 9.271 11.13 24.4 320.3 519.3 76.00 Appertunance(s) 1.00 0.91 2.000 2.200 0.000 1.200 2.718 1.00 1.814 2.18 4.8 63.6 102.2 '= Cf Adjusted By Linear Load Ra Effect Totals: 76.00 385.1 5,686.1 10,576.4 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 4.29!2013 9:26:1 7 AM Height: 76.00 (ft) Exposure Category: B Page: 16 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (InIft) Cop nght 0200.7-2011by4menoan zit Load Case: 1.2D + 1.0Di+ 1.0Wi 30.00 mph with 1.25 in Radial Ice 20 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 Morn Morn Dead Elev qz qzGh CaAa i.awa Ecc Ecc FX Y Z Loan (ft) Description Oty (psf) (Pst) Factor Ka (sf) (ft) (ft) (Ib) (Ib-ft) (ID-ft) (Ib) 45.00 Ante!BXA-80080-8CF- 1 1.722 1.894 0.80 0.80 8.47 0.000 0.000 16.05 0.00 0.00 353.12 45.00 Antel 2 1.722 1.894 0.62 0.80 21.46 0.000 0.000 40.64 0.00 0.00 1,168.43 45.00 ClearComm CCFA-386- 2 1.722 1.894 0.54 0.80 1.65 0.000 0.000 3.12 0.00 0.00 147.02 45.00 CSS XP18-80 1 1.722 1.894 0.80 0.80 5.35 0.000 0.000 10.14 0.00 0.00 189.23 45.00 Flat Low Profile PIa 1 1.722 1.894 1.00 1.00 54.37 0.000 0.000 102.97 0.00 0.00 2,559.30 60.00 Kathrein 742 264 9 1.869 2.056 0.62 0.80 36.17 0.000 0.000 74.37 0.00 0.00 2,347.03 60.00 Kathrein 860 10025 18 1.869 2.056 0.40 0.80 3.94 0.000 0.000 8.10 0.00 0.00 428.78 60.00 Lucent 9442 RRH 700 3 1.869 2.056 0.54 0.80 5.03 0.000 0.000 10.34 0.00 0.00 635.92 60.00 Lucent 9442 RRH AWS 3 1.869 2.056 0.54 0.80 5.13 0.000 0.000 10.55 0.00 0.00 537.59 60.00 Powerwave LGP21401 12 1.869 2.056 0.40 0.80 8.88 0.000 0.000 18.26 0.00 0.00 948.40 - 60.00 Powerwave P65-17- 3 1.869 2.056 0.64 0.80 26.93 0.000 0.000 55.38 0.00 0.00 1.468.12 60.00 Raycap DC6-48-60-18- 1 1.869 2.056 0.80 0.80 2.59 0.000 0.000 5.33 0.00 0.00 197.85 60.00 Round T-Arm 3 1.869 2.056 0.50 0.75 33.56 0.000 0.000 69.01 0.00 0.00 1,663.45 76.00 Antel BXA-70063!8CF 2 2.000 2.200 0.66 0.80 17.39 0.000 0.000 38.27 0.00 0.00 840.33 - 76.00 Ante!BXA-80080-8CF- 2 2.000 2.200 0.72 0.80 15.46 0.000 0.000 34.00 0.00 0.00 752.91 76.00 ClearComm CCFA-386- 4 2.000 2.200 0.40 0.80 2.52 0.000 0.000 5.55 0.00 0.00 312.48 76.00 CSS AXP18-80 2 2.000 2.200 0.68 0.80 9.20 0.000 0.000 20.23 0.00 0.00 481.46 76.00 CSS XP18-80 2 2.000 2.200 0.68 0.80 9.24 0.000 0.000 20.33 0.00 0.00 405.44 76.00 Ericsson RRUS 11 3 2.000 2.200 0.54 0.80 6.27 0.000 0.000 13.80 0.00 0.00 640.48 76.00 Flat T-Arm 3 2.000 2.200 0.50 0.75 38.68 0.000 0.000 85.10 0.00 0.00 1.686.30 76.00 GPS 1 2.058 2.264 0.80 0.80 0.98 0.000 8.000 2.22 0.00 17.72 84.27 643.75 17,847.88 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99.OR Struct Class: II 4.129!2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 17 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (milt) ..r rrvF g 2007-2011 byAmcv:car 7o+•:r,c,..7c,3pc 4,,arras,ece,,rc Z Load Case: 1.2D + 1.0Di+ 1.0Wi 30.00 mph with 1.25 in Radial Ice 20 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) Sera Top Exposed Cf Dead tiev Exposed Length Width Area CaAa qz Adjust F X Load (tt) Description 10 Wind (tt) Ca (in) (sqn) (sgft) (psf) Ra Factor (lb) Oh) 5.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 29.80 5.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 45.38 5.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.195 1.285 0.00 30.28 5.00 (18)7.18" Coax Yes 5.00 0.000 5.45 4.00 0.00 1.532 0.195 1.285 0.00 228.69 10.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 33.92 10.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 50.15 10.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.201 0.000 0.00 34.42 10.00 (18)718" Coax Yes 5.00 1.200 5A5 4.12 4.94 1.532 0.201 0.000 8.33 243.92 15.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 36.60 15.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 53.23 15.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.207 0.000 0.00 37.12 15.00 (18)7!8" Coax Yes 5.00 1.200 5.45 4.20 5.04 1.532 0.207 0.000 8.49 253.46 20.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 38.63 _ 20.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 55.56 20.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.214 0.000 0.00 39.17 20.00 (18)718" Coax Yes 5.00 1.200 5.45 4.25 5.10 1.532 0.214 0.000 8.60 260.54 25.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 40.29 25.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 57.45 25.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.532 0.221 0.000 0.00 40.84 25.00 (18)718" Coax Yes 5.00 1.200 5.45 4.30 5.16 1.532 0.221 0.000 8.69 266.21 30.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 41.70 30.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 59.06 30.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.533 0.229 0.000 0.00 42.25 30.00 (18)718" Coax Yes 5.00 1.200 5.45 4.33 5.20 1.533 0.229 0.000 8.77 270.96 32.00 (1)0.39"Coax Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 16.88 32.00 (2)0.76"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 23.86 32.00 (1)318" Coax Yes 2.00 0.000 0.00 0.00 0.00 1.562 0.234 0.000 0.00 17.11 32.00 (18)718" Coax Yes 2.00 1.200 5.45 1.74 2.09 1.562 0.234 0.000 3.59 109.07 35.00 (1)0.39"Coax Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 25.76 35.00 (2)0.76"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 36.27 35.00 (1)3/8" Coax Yes 3.00 0.000 0.00 0.00 0.00 1.603 0.238 0.000 0.00 26.10 35.00 (18)718" Coax Yes 3.00 1.200 5.45 2.62 3.14 1.603 0.238 0.000 5.54 165.04 40.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 44.03 40.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 61.70 40.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.665 0.241 0.000 0.00 44.60 40.00 (18)718" Coax Yes 5.00 1.200 5.45 4.39 5.27 1.665 0.241 0.000 9.66 278.70 45.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 45.02 45.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 62.83 45.00 (1)3i8" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.722 0.250 0.000 0.00 45.59 45.00 (18)718" Coax Yes 5.00 1.200 5.45 4.42 5.30 1.722 0.250 0.000 10.05 281.95 50.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 45.92 50.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 63.85 50.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.774 0.260 0.000 0.00 46.51 50.00 (18)7.18" Coax Yes 5.00 1.200 5.45 4.44 5.33 1.774 0.260 0.000 10.41 284.89 55.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 46.76 55.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 64.80 55.00 (1)348" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.823 0.271 0.000 0.00 47.35 55.00 (18)718" Coax Yes 5.00 1.200 5.45 4.46 5.36 1.823 0.271 0.000 10.74 287.60 60.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 47.54 60.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 65.68 60.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 1.869 0.283 0.000 0.00 48.13 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99.OR Struct Class: II 4,29,2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 18 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides ){ Taper: 0.162039 (intft) Copynti)iit02007_2OJJby American Tower Cowl atav.LJ+,.vght.,esetred Z' Load Case: 1.2D + 1.0Di+ 1.0Wi 30.00 mph with 1.25 in Radial Ice 20 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 60.00 (18)TB" Coax Yes 5.00 1.200 5.45 4.48 5.38 1.869 0.283 0.000 11.06 290.09 Totals: 103.92 4.913.22 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99.OR Struct Class: II 429)2013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 19 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (in.+ft) C y.w.6.!g200?-207?EvAmaric.nTowerCorparation Al rightsreservigi 7 Load Case: 1.2D + tom. 1.OWi 30.00 rnpti with 1.25 in Radial Ice 20 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) (Ih) (Ih) (lh-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 27.05 1,217.36 0.00 0.00 10.00 34.94 1,250.42 0.00 0.00 15.00 34.56 1,261.28 0.00 0.00 20.00 34.09 1,262.30 0.00 0.00 25.00 33.58 1,257.62 0.00 0.00 30.00 33.06 1,249.16 0.00 0.00 32.00 13.30 496.41 0.00 0.00 35.00 20.49 910.24 0.00 0.00 40.00 35.00 1,148.54 0.00 0.00 45.00 208.45 5,554.14 0.00 0.00 50.00 35.92 1,109.48 0.00 0.00 55.00 36.19 1,095.58 0.00 0.00 60.00 287.69 9,307.87 0.00 0.00 65.00 25.05 609.06 0.00 0.00 70.00 24.75 588.41 0.00 0.00 75.00 24.38 567.39 0.00 0.00 76.00 224.28 5,315.50 0.00 17.72 Totals: 1,132.79 34,200.77 0.00 17.72 Pole: 82805 Code: ANSI!TIA-222 Rev G 479 2013 9:26:17 AM Location: Tigard-99.OR Struct Class: II Height: 76.00 (ft) Exposure Category: B Page: 20 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (Infft) Cory∎ight02007-2011byAmerican fower Corp waticn NJ rights reserved Z Load Case: 1.2D + 1.0Di+ 1.0Wi 30.00 mph with 1.25 in Radial Ice 20 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 Ttr Mu Mu Resultant phi phi phi phi Total E lev FY(-) FX(-) MY Mt MX Moment Nn vn in Mn UMW ct Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.20 -1.15 0.00 -65.07 0.00 65.07 1,473.49 736.74 1,674.57 838.53 0.00 0.00 0.101 5.00 -32.98 -1.14 0.00 -59.35 0.00 59.35 1,441.82 720.91 1,590.21 796.29 0.02 -0.04 0.097 10.00 -31.73 -1.13 0.00 -53.64 0.00 53.64 1,409.45 704.73 1,507.23 754.73 0.09 -0.08 0.094 15.00 -30.47 -1.11 0.00 -48.00 0.00 48.00 1,374.52 687.26 1,423.76 712.94 0.20 -0.12 0.089 20.00 -29.21 -1.10 0.00 -42.44 0.00 42.44 1,330.43 665.22 1,333.46 667.72 0.35 -0.16 0.086 25.00 -27.95 -1.08 0.00 -36.96 0.00 36.96 1,286.35 643.17 1,246.11 623.98 0.54 -0.20 0.081 30.00 -26.70 -1.05 0.00 -31.58 0.00 31.58 1,242.26 621.13 1,161.73 581.73 0.77 -0.24 0.076 32.00 -26.20 -1.04 0.00 -29.48 0.00 29.48 1,224.62 612.31 1,128.80 565.24 0.87 -0.25 0.074 35.00 -25.29 -1.03 0.00 .26.35 0.00 26.35 876.31 438.15 808.20 404.70 1.04 -0.27 0.094 40.00 -24.14 -1.00 0.00 -21.20 0.00 21.20 853.91 426.95 758.89 380.01 1.34 -0.31 0.084 45.00 -18.59 -0.77 0.00 -16.19 0.00 16.19 830.81 415.41 710.49 355.77 1.68 -0.34 0.068 50.00 -17.48 -0.74 0.00 -12.32 0.00 12.32 807.03 403.52 663.08 332.03 2.06 -0.37 0.059 55.00 -16.38 -0.70 0.00 -8.62 0.00 8.62 782.56 391.28 616.72 308.82 2.46 -0.40 0.049 60.00 -7.08 -0.35 0.00 -5.11 0.00 5.11 751.15 375.58 566.77 283.80 2.88 -0.41 0.027 65.00 -6.47 -0.32 0.00 -3.36 0.00 3.36 718.09 359.04 517.73 259.25 3.32 -0.43 0.022 70.00 -5.88 -0.29 0.00 -1.75 0.00 1.75 685.02 342.51 470.90 235.80 3.78 -0.44 0.016 75.00 -5.31 -0.27 0.00 -0.28 0.00 0.28 651.96 325.98 426.30 213.47 4.23 -0.44 0.009 76.00 0.00 -0.22 0.00 -0.02 0.00 0.02 645.34 322.67 417.65 209.13 4.33 -0.44 0.000 Pole: 82805 Code: ANSI!TIA-222 Rev G Y Location: Tigard-99,OR Struct Class: II 412912013 9:26:17 AM Height: 76.00 (ft) Exposure Category: B Page: 21 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (m.rtt) Copyright 02007-2011 by Ameman 7-eerer Corpora:rap.All fights reserved. Z/l Load Case: 1.0D + 1.0W 60M0 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) Seg Top 1Ce Wind Dead Tot Dead Elev gz ozGh C Thick Tributary Aa CfAa Force X Load Ice u_oaa (ft) Description Kzt Kz (psf) (psi) (mpn-ft) Cf (in) (ft) (sf) (sf) (IC) UM (lb) 0.00 1.00 0.70 6.129 6.742 118.68 0.650 0.000 0.00 0.000 0.00 0.0 0.0 0.0 5.00 1.00 0.70 6.129 6.742 115.24 0.650 ' 0.000 5.00 11.650 7.57 51.0 0.0 368.3 10.00 1.00 0.70 6.129 6.742 111.80 1.200 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 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 ' 0.000 5.00 8.381 10.06 80.7 0.0 198.7 60.00 Appertunance(s) 1.00 0.85 7.477 8.225 87.236 1.200 ' 0.000 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 0.000 5.00 7.695 5.00 42.1 0.0 182.3 70.00 1.00 0.89 7.814 8.595 81.406 0.650 0.000 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 0.000 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 0.000 1.00 1.361 0.88 7.8 0.0 32.2 = Cf Adjusted By Linear Load Ra Effect Totals: 76.00 1,099.7 0.0 4,075.3 Pole: 82805 Code: ANSI!TIA-222 RevG Y Location: Tigard-99.OR Struct Class: II 4.29,2013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 22 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (iruft) Core:■aht ca2Oi??-<ilr.rtvA.^,er, ao roa:e,C.,p;;,3r...o A((.'. /5.r f. 'ved z% 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 Veil Wind Mom Mom Dead Elea qz qzGh CaAa l,aua Ecc Ecc FX Y Z t_oao (ft) Description Oty (psi) (Psi) Factor Ka (sf) (ft) (ft) (Ib) (lb-ft) (Ib-ft) (Ib) 45.00 Antel BXA-80080-8CF- 1 6.887 7.576 0.80 0.80 6.56 0.000 0.000 49.70 0.00 0.00 23.00 45.00 Antel 2 6.887 7.576 0.62 0.80 20.28 0.000 0.000 153.63 0.00 0.00 134.00 45.00 ClearComm CCFA-386- 2 6.887 7.576 0.54 0.80 1.13 0.000 0.000 8.53 0.00 0.00 32.00 45.00 CSS XP18-80 1 6.887 7.576 0.80 0.80 3.89 0.000 0.000 29.46 0.00 0.00 15.50 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 29.15 0.000 0.000 239.73 0.00 0.00 327.60 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 Lucent 9442 FtRH 700 3 7.477 8.225 0.54 0.80 4.00 0.000 0.000 32.93 0.00 0.00 153.00 60.00 Lucent 9442 RRH AWS 3 7.477 8.225 0.54 0.80 4.04 0.000 0.000 33.20 0.00 0.00 129.00 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 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 Raycap DC6-48-60-18- 1 7.477 8.225 0.80 0.80 1.18 0.000 0.000 9.67 0.00 0.00 32.80 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!BCF 2 8.000 8.800 0.66 0.80 13.99 0.000 0.000 123.07 0.00 0.00 48.00 - 76.00 Antel BXA-80080-8CF- 2 8.000 8.800 0.72 0.80 11.81 0.000 0.000 103.90 0.00 0.00 46.00 76.00 ClearCornm CCFA-386- 4 8.000 8.800 0.40 0.80 1.68 0.000 0.000 14.78 0.00 0.00 64.00 76.00 CSS AXP18-80 2 8.000 8.800 0.68 0.80 6.58 0.000 0.000 57.92 0.00 0.00 38.40 76.00 CSS XP18-80 2 8.000 8.800 0.68 0.80 6.61 0.000 0.000 58.16 0.00 0.00 31.00 76.00 Ericsson RRUS 11 3 8.000 8.800 0.54 0.80 5.23 0.000 0.000 45.99 0.00 0.00 152.10 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 76.00 GPS 1 8.232 9.055 0.80 0.80 0.80 0.000 8.000 7.24 0.00 57.95 10.00 1,699.61 4,604.20 Pole: 82805 Code: ANSI.rTIA-222 Rev G Location: Tigard-99.OR Struct Class: II Y 429.2013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 23 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides / X Taper: 0.162039 (in.'ft) Copyr ti,+ht02007-2011bv.41^�:,c�3.^TowwCorpwalo') Abi-ghtsie wowed. 4/ 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 Linear Appurtenance Segment Forces (Factored) Seg Top Exposed Cf Dead tiev Exposed Length Width Area CaAa qi Adjust F X Load (It) Description I o Wind (tt) Ca (in) (sue) (sq t) (psf) Ra Factor (Ib) (Ib) 5.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.35 5.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 5.40 5.00 (1)3,8" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.195 1.285 0.00 0.40 5.00 (18)718" Coax Yes 5.00 0.000 5.45 2.27 0.00 6.129 0.195 1.285 0.00 29.70 10.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.35 10.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 5.40 10.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.201 0.000 0.00 0.40 10.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.201 0.000 18.37 29.70 15.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.35 15.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 5.40 - 15.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.207 0.000 0.00 0.40 15.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.207 0.000 18.37 29.70 . 20.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 0.35 20.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 5.40 20.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.214 0.000 0.00 0.40 20.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.214 0.000 18.37 29.70 25.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.35 25.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 5.40 25.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.129 0.221 0.000 0.00 0.40 25.00 (10)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.129 0.221 0.000 18.37 29.70 30.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.35 30.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 5.40 30.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.134 0.229 0.000 0.00 0.40 30.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.134 0.229 0.000 18.39 29.70 32.00 (1)0.39"Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.14 32.00 (2)0.76"8 AWG 6 Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 2.16 32.00 (1)318" Coax Yes 2.00 0.000 0.00 0.00 0.00 6.248 0.234 0.000 0.00 0.16 32.00 (18)7!8" Coax Yes 2.00 1.200 5.45 0.91 1.09 6.248 0.234 0.000 7.49 11.88 35.00 (1)0.39"Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.21 35.00 (2)0.76"8 AWG 6 Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 3.24 35.00 (1)318" Coax Yes 3.00 0.000 0.00 0.00 0.00 6.410 0.238 0.000 0.00 0.24 35.00 (18)718" Coax Yes 3.00 1.200 5.45 1.36 1.63 6.410 0.238 0.000 1 1.53 17.82 40.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.35 40.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 5.40 40.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.659 0.241 0.000 0.00 0.40 40.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.659 0.241 0.000 19.96 29.70 45.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.35 45.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 5.40 45.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 6.887 0.250 0.000 0.00 0.40 45.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 6.887 0.250 0.000 20.64 29.70 50.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.35 50.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 5.40 50.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.098 0.260 0.000 0.00 0.40 50.00 (18)710" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.098 0.260 0.000 21.28 29.70 - 55.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.35 55.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 5.40 _ 55.00 (1)3,8" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.294 0.271 0.000 0.00 0.40 55.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.294 0.271 0.000 21.86 29.70 60.00 (1)0.39"Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.35 60.00 (2)0.76"8 AWG 6 Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 5.40 60.00 (1)318" Coax Yes 5.00 0.000 0.00 0.00 0.00 7.477 0.283 0.000 0.00 0.40 • Pole: 82805 Code: ANSI/TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 4!29!2013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 24 • Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides / X Taper: 0.162039 (in/ft) Copyiglat e2001-2011 byAmencan Tower Capotabon.A',its reserved. Z/ 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 60.00 (18)718" Coax Yes 5.00 1.200 5.45 2.27 2.72 7.477 0.283 0.000 22.41 29.70 Totals: 217.04 430.19 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II Y 479.2013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 25 - Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides X Taper: 0.162039 (inn) Co}m0 g'2007-2011 byAmencan Towel Coax-vatren.Al nghts reser:ed Z Load Case: too + 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) (lb) (10) (lb-ft) (lb-ft) 0.00 0.00 0.00 0.00 0.00 5.00 51.05 456.54 0.00 0.00 10.00 109.84 445.60 0.00 0.00 15.00 107.07 434.67 0.00 0.00 20.00 104.30 423.73 0.00 0.00 25.00 101.52 412.79 0.00 0.00 30.00 98.83 401.85 0.00 0.00 32.00 39.48 157.68 0.00 0.00 35.00 60.69 371.14 0.00 0.00 40.00 102.67 311.46 0.00 0.00 - 45.00 542.11 2,007.76 0.00 0.00 - 50.00 103.00 282.76 0.00 0.00 _ 55.00 102.55 274.55 0.00 0.00 60.00 780.11 2.026.55 0.00 0.00 65.00 42.09 222.30 0.00 0.00 70.00 41.08 214.09 0.00 0.00 75.00 39.94 205.89 0.00 0.00 76.00 589.98 1,179.69 0.00 57.95 Totals: 3,016.31 9,829.06 0.00 57.95 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 42912013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 26 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides /` X Taper: 0.162039 (inlft) Cop5t+y7ht®2007-2011byAlnemao ioww Colpvat,,po AJrr.vhts eser..-ed ZF. 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 Tit Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY M[ MX Moment i'n vn in Mn Detlect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -9.83 -3.02 0.00 -157.36 0.00 157.36 1,473.49 736.74 1.674.57 838.53 0.00 0.00 0.194 5.00 -9.36 -2.99 0.00 -142.24 0.00 142.24 1,441.82 720.91 1,590.21 796.29 0.05 -0.10 0.185 10.00 -8.91 -2.89 0.00 -127.29 0.00 127.29 1,409.45 704.73 1,507.23 754.73 0.21 -0.20 0.175 15.00 -8.48 -2.80 0.00 -112.82 0.00 112.82 1,374.52 687.26 1,423.76 712.94 0.47 -0.29 0.164 20.00 -8.05 -2.70 0.00 -98.83 0.00 98.83 1,330.43 665.22 1,333.46 667.72 0.83 -0.39 0.154 25.00 -7.63 -2.61 0.00 -85.31 0.00 85.31 1,286.35 643.17 1,246.11 623.98 1.29 -0.48 0.143 30.00 -7.23 -2.52 0.00 -72.25 0.00 72.25 1,242.26 621.13 1,161.73 581.73 1.83 -0.56 0.130 32.00 -7.07 -2.48 0.00 -67.21 0.00 67.21 1.224.62 612.31 1,128.80 565.24 2.07 -0.60 0.125 35.00 -6.70 -2.42 0.00 -59.77 0.00 59.77 876.31 438.15 808.20 404.70 2.46 -0.64 0.155 40.00 -6.38 -2.32 0.00 -47.66 0.00 47.66 853.91 426.95 758.89 380.01 3.18 -0.71 0.133 45.00 -4.38 -1.76 0.00 -36.03 0.00 36.03 830.81 415.41 710.49 355.77 3.97 -0.79 0.107 50.00 -4.10 -1.66 0.00 -27.22 0.00 27.22 807.03 403.52 663.08 332.03 4.83 -0.86 0.087 55.00 -3.82 -1.56 0.00 -18.93 0.00 18.93 782.56 391.28 616.72 308.82 5.76 -0.91 0.066 60.00 -1.81 -0.74 0.00 -11.15 0.00 11.15 751.15 375.58 566.77 283.80 6.74 -0.95 0.042 65.00 -1.59 -0.70 0.00 -7.43 0.00 7.43 718.09 359.04 517.73 259.25 7.76 -0.98 0.031 70.00 -1.37 -0.65 0.00 -3.94 0.00 3.94 685.02 342.51 470.90 235.80 8.79 -1.00 0.019 75.00 -1.17 -0.61 0.00 -0.67 0.00 0.67 651.96 325.98 426.30 213.47 9.85 -1.01 0.005 76.00 0.00 -0.59 0.00 -0.06 0.00 0.06 645.34 322.67 417.65 209.13 10.06 -1.01 0.000 Pole: 82805 Code: ANSUTIA-222 Rev G Y 4/2912013 9:2s 18 AM Location: Tigard-99,OR Struct Class: II Height: 76.00 (ft) Exposure Category: B Page: 27 ' Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides x Taper: 0.162039 (in/ft) Copyright 6)2007-2011 by.4mwican Tower Carpaarion.AV rights reserved. V Analysis Summary Reactions Max Usaue Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Etev Interaction Load Case (kips) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft) Ratio 1.2D+ 1.6W 12.07 0.00 1t75 0.00 0.00 629.13 0.00 0.76 0.9D+1.6W 12.00 0.00 8.80 0.00 0.00 624.09 0.00 0.75 1.2D+1.0Di+1.01M 1.15 0.00 34.20 0.00 0.00 65.07 0.00 0.10 1.00+1.0W 3.02 0.00 9.83 0.00 0.00 157.36 0.00 0.19 Pole: 82805 Code: ANSI!TIA-222 Rev G Location: Tigard-99,OR Struct Class: II 4/7912013 9:26:18 AM Height: 76.00 (ft) Exposure Category: B Page: 28 Base Dia: 27.94 (in) Topographic Category: 1 Top Dia: 16.00 (in) Base Elev: 0.000 (ft) Shape: 18 Sides / x Taper: 0.162039 (in.ft) Copyight @2007-2011 by American Tower Corporation.AI rights reserved. 7/ Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip-ft) (lap) (kip) (kip-ft) (kip) (kip) Design 940 600.00 13.00 11.00 62 9.13 34.20 12.07 104.86 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 22.170 522.46 1886.15 0.28 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 45.0 224.25 260.00 0.89 207.15 260.00 0.82