Loading...
HomeMy WebLinkAbout038-1137-40-101 ST. C ROIX Community Development f~ Government Center C01-1MNTY 1101 Carmichael Road Hudson WI 54016 Telephone: 715-386-4680 Fax: 715 386-4686 www.sccwi.gov 11/9/2018 Barry Humphrey/KGI Wireless, LLC BLDG Three Suite 370 805 Las Cisrnas Parkway Austin, Texas ?8746 RE: Conditional Approval I ile+r LUP-2018-065 Project Location: 31.28.18.486A, lows of Star Prairie Project Address: 1816 1 loll St Barry, Community Development staff have reviewed the Land Use Permit application for the replacen-ert of existing antennas and install related cellular equipment on the tower located at the property i sted above. Staff finds that the project rneets the applicable provisions pursuant to SCOW) 1150 Mobile Tower Siting and has been conditionally approved based on the following find ngs 1. The application submission has all required information pursuant to 17.50 D.2, d. 2. the wireless tower is existing; a bond for removal of the tower was not required wnen this tower was constructed. Property Owner Acknowledgement letter submitted with application. 3. No change in height of the existing tower nor groundwork to be conducted. -1. The landowner lease agreement was submitted with the LU88091 Permit. Based on these findings, approval of the Land Use Perrnit is subject to the following conditions. The components shall be installed according to the engineered plans received in the application. 2 Once this project is completed, contact this Department to finalize the permit file. 3. If there is reason to believe this structure and/or facilities are a safety risk, the permit holder may be required to perlorm an inspection by a registered engineer and provide a copy of the report to the /oning Administrator within 60 days of noticed by St. Croix County pursuant to Chapter 11.50 1 .9. T his approval is subject to the conditions listed above; it does riot allow for any additional <axstruction, structures. grading, paving, filling or clearing of vegetation beyond the limits of this request. Your information will remai,l on We at Ihc' SL Croix County Conu>,unity Development Department su;tc. Nicole Hays Nicole.Haystn)sccwi.gov (715) 386-4742 It is your responsibility to ensure compliance with any other local, state, or federal permitting or regulations, including contacting the Town of Star Prairie to see if any additional permits are needed. I his permit is valid for one year, with the possibility of up to two (2) six-month extensions. Where the conditions of this permit are violated, the Zoning Administrator may revoke the permit. The orange Land Use Permit placard must be posted on thejob-site and visible frorn public view for the duration of the permit. Respectfully, -Ntcot~Yl' and Use Technician II cc. File cc n, ! I r ;ir; Barry Humphrey l oa:n of Star Prai• ie Nicole Hays Nicole.Hays(qsccwi.gov (715) 386-4742 L- 0 Q i ~ J U ~ > S N (C C _ (l) L O G) (n a) U N N (1) -C c cn o L o .O .r r cu L 0O y (n O d V m t Wi z` L U y O O 1 z _ n , a E N V O U ~ H m ~ L ~ J 7 ~ z V/ O r1I 40i O O Q _ fn J 1- ~ Q r• rc z „z ST. CRC I.-- gjq~UNTY ~ND USE PERMIT Flea . kt~ ~v18 ' c b5 !I " ice Use APPLICATION a/fanly .QrnScdteO Ma Only 1a (G Michael L Cody & Kathleen A Cody TR Barry Humphrey/ Property Owner: _ Contractor/Agent:- KGI Wireless, LLC Mailing Address: 1852 11 Oth St Mailing Address bw divg Three. Side 370 8051 as cismas parkway : New Richmond, WI 54017-6014 Austin, Texas 78746 Daytime Phone: Daytime Phone. (512) 334-3263 veil: Cell: (224)360-4008 F.maie E mlil:barry.humphrey@kgiwireless.com Site. Address: 1816 110th St, New Richmond, WI, 54017, St. Croix >roperty Location: SE 1)4 SE 1/4 Sec 33 T 3/1 N R 13 W Town of Star Prairie Computer I (g _ C Jd)h4Parcellt 038 1137 40 101 Zoning District (Check one): ❑ AG. ❑ AG. II ❑ RURAL RES. ❑ RESIDENTIAL G COMMERCIAL ❑ INDUSTRIAL Overlay District (Check aUthat upply): ❑ SHCRFIAND ❑ RIVE RWAY ❑ FLOODPIAIN ❑ ADULT ENTERTAINMENT 1 ype of Land Use Permit Request (Check one): Please ref to the current fee schedule on our website. ❑ Lower St. Croix Rive way District Tg 1Vireless Communication Tower (Cc-location) ❑ Shorelanc ❑ Temporary Occupancy ❑ 5ignage ❑ Nonmetallic Mining Operation ❑ Floodplain ❑ Aranal Waste Storage Facility ❑ Grading &Filling, 12-24.9%Slopes ❑ livestock facility ❑ Other: ❑ Permit processed in conjunction w•iln a Land Division, Special Exception or Variance Stale the nature of your request: Land use permit io replace antenras and install other related cellu:a• equipment on an exshnr tn'.vur Zoning Ordinance Reference-- I attest that the infarmat'on contained in this application is true and correct to the best of my knowledge. Property Owner Signature:_ v "_J_ ) Date !)eAl- Contractor/Agent Signature:_ r`i~I Y (N✓r iti'2? Date 10/15/2018 Complete Application Accepted: By: Fee Received: _ $ • 0 o Recek: 5 a cl - ,is-3tiE.aGP.O it C-o,a C.,lij corm,'-ar-.n:u, -n i.. ::oe t-: =[v.x i, Iia7 Ca,n ~chaPlR a, P.otl;c~. '.I .J:{. • i^uP- ,i~- of s AMERICAN TOWERR 01 2018 C O R P O R A T I O N i i Structural Analysis Report Structure 190.4 ft Self Supported Tower ATC Site Name Minpacker WI, WI ATC Site Number 412772 Engineering Number OAA739483 C3 01 Proposed Carrier Verizon Wireless Carrier Site Name Min Packer (PCS Carrier Add) Carrier Site Number 140152 Site Location 1820 - 110th St New Richmond, WI 54017-6014 45.12S500,-92.590700 County St Croix Date September 18, 2018 Max Usage 100% Result Pass GONSt ~S N PrcPa-red Hey': Rc'viev✓erl RV: ~ *t~l fSHAK' KPlsey Sargent, E .I. _ ` MCny1~~j1/~!; S[nrcriral Git;ineer I i (j~ ~~.C^~~(Y 10 cv SsioNnV 0,00 1 j 40 1ulhorirccl by "11OR" S 1' ? 1 2018 18 PNI cosi8 I t-',e.t I1 :..1 f I.-rl,._ i.rt. r. -i,- 1 . 1 _1_: LI",i, , n,-rvr i i:: n, Eng. NIUmber OAA739483_C3- 01 September 18, 2018 AMERICAN TOWER' Table of Contents 1 Introduction Supporting Documents l Analysis 1 Conclusion 1 Lxisling and Reserved Equipment 2 Lquiprnenl to be Rernoved 2 Proposed Lquipment 2 SlI ULAUrf, Usages 3 Foundations 3 DetIpction, Twist, and Sway 3 Standard Conditions CaILUlatlonS Attached . T r , r aIL.I _'IT I(Liin;.. 11111 ...ii-- _ Eng. Number OAA739483 C3 01 September 18, 2018 AMERICANTOWER4 Page I Introduction The purpose of this wputt is to summarize results of a structural analysis performed on the 190.1 ft self supported tower to reflvct the shame in loading by Verizon. Supporting Documents Tower Drawings Fibrcbcrci Resource: Wiwing 41FAIRCI7, sated Nove•Tber S, 1999 Foundation Drawing F ibr•bore. W-m ces Dra•wing;lfLAIROI/P. catr_d November 18. 1999 Geotechnical Repurt GM1 Projee 98609, dater) Oc:oDer 13, 1999 Analysis The to•.ver was analyzed using American I corer Corporation's tower analysis software. I his program considers on elastic three-dimensional model and second order effects per ANSI/TIA-222. Basic Wind Speed: 90 mph j3 Second Gw t, Vase} •r 115 rrnoh {3 Second Gust Volt! Basic Wind Speed w/ Ice: 50 mph (3 -Second O.st; v.,/3/4` radial ice r.crcur -ent _ Code: ANSI,/TIA-222-6 / 2015 IBC/ -Wo-)sin Co•nmercio Bcldirg Code Structure Class: _ II Exposure Category: C _ Topographic Category: 1 _ Crest Height: Oft Spectral Response: 55 - 0.05.5, - 0.03 Site Class: D - MiliSuil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. 1 he to'wei and foundation ran support the equipment as described in this report. It+;ou have any questions or require additional information, please contact American Tower via email at Ln;inecring(?~rnericantoov~r.corn. Please include the American lo, er site name, site number, and engineering number in the subject line fm any grlestions. A Flip, Nurnber0AA739483 C3 01 September 18, 2018 AMERICANTOWER' Page 2 Existing, and Reserved Equipment F evotl(Wi4) rvlount RAD IQLY Arterri I Mmintlype lines Carrier 1 1/24' Unused Reeve: 1,1,2 16 s1 it (611 S/8" Coax 19t1.C 191 U - - Pla:'Or1 :v,•' Hanrlrn'ds Verizun Allgon 71 iii.Pi/ A-800-95-161 (2) L46' ' Ilyb:•ld 1 Racini'C:DII 1/8 U _ 1 ;'HI; Di,h 3 C_olrlrstopr iFWi-iL:C-R3 3 Nokia FRIG,,, Soh, Ytirld (6, 1 5/F" Ccaa _?c.0 6 _An_drenv I:R):X G'lft)S-".70.9 Sector Fames (2) l s!8" riner T Nlobk 176.0 2 R, y( i:)ASU933S1YF1G2 (1) 0.40' Cabe 3 _ 'CC ki A'I IV E! w/:r %011- Nf*T, IC Plu!<i., P,ir Sr ele Dun RR114T:RRI)i/l ?4:*-'JJ -.HLOA Equipment to be Removed Mo.,n: kAD Qtr An,C-)na MlnuntType Lines Carrier 1 i rics,o^ KRUS 32 170.0 mio 6_- lriczrri 41,12 RaC102212 - :z erizor I) lN1i: L`Jirele,s ;QCQAo RG W; ?+R[t 15ti0 2 Rrcr na RC?U!:-?31 ti-PF-46 Proposed Equipment Ele+:afun'liti ~ _ (1ty Allenr'aa !Mount T•,rpe Lire. (Arrier Radio 5543 R 2 - GA V reiouorlq"2, Ir oson prot,udinp•it➢rts; L'ICS<on Radio 4447-3133RS v:/ 3 Plutiurri HarlCral s - '•!erizor 191A h 1F,1it'oVirele.. FAX':16FI7565 02 lfiri (1 1 R xyCap R'JZDL GL!/ li; -:H 'Mount elevation is defined as to ghl above bottom of steel :Ir... lure to the bottom of mount. RAD elevation is defined as center of antenna above ground level (AGLr o.;. n. i ~..•t,:-. ....i,. r. r; t t '1, . t -.n„inn o-.:;,-r.- , Fi Number OAA739481 (3 01 September 18, 2018 AMERICANTOWER' Page 3 Structure ~SaRe5 Structural Component Controlling Usage Pass/Fail I egs fi~Y pass DiagorOl 100% Pass Hori%onta's _ 54-3; paaa - - Ascher Bolts 39" Pass Lev Bo is - 751s Pass Foundations - r Orvnai Des',gn Fac.ored Design Reaction Component RCaC[wns Reactions` Analysis Reactions % of Design l1Pli`t (Kiosl ?%t 317.5 258-6 69% Axial (Kipsl 332-4 IR.? 31118 69% Shear (Kips) 27.5 i%.1 26.7 72% The design reactions are factored by 13', per AN51/TIA 222-G, Sec. 15.5.1 i`ie Structure vase reacGuns WSUking from this andt,,•sis arc• auepla11le when compared to those shown on the mi{;iral sluu-cure drawmg%, therefore no modificrion or reinlorcernent of the foundalion -will he required. Deflection, Twist and Sway* Antenna ' Deflection svmy I Iraatinn Antenna Carrirr Twist (flj (ftj (Rotaliol,j ( ir.r.t 3ed n 4419-813&155 - - •m;' protrcinr item<. Uric"oil Radio 8843-8? , 1Y11.11 1366A (v;,+o-otruciriv i'viv,f Vvriiim 0.8i1 D.P9', 1.186 H isf -qr R`d/D(:4&, LDf-4S AIA! -'ire loss MXI);4II Si,!,-C2 7 %S U 2' HP 1) s-, - I-Mohde ..-6 3 J.U+=1 Q',. S 'Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANS1/TIA-222-G ..:.e; sl:: WE -r 1 12 4 1 r '.°I,,. 4 .1I, - .n..rlr. ,:rr jrT AMERICAN TOWER' ~l'M1.V/F i, v'N Standard Conditions All engineering services performed by AIC. Tower Services are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the iollotiving: • Information supplied by the client regdrding antenna, mounts and feed line loading • Intormation from drawings, design and analysis documents, and field notes in the possession of A I C Tower Services 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. All assets of American lower Corporation, its affiliates and subsidiaries (collectively "American lower"! are inspected at regular intervals. Based upon these inspections and in the absence of inforrmation to the contrary, American Inver assumes that all structure,, were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles rind practices. ATC Tower Services is not responsible for the ccnclusions, opinions and iecomrnendalions made by othe-s based on the information supplied hen=in. s t a, N r n ry z ~ P N oo v N C XX _ O N OI ~ L :x inn C' ~ I ry d ~ F ~ i rv .Xr, n N ~ `r ~ t L U S rynn ~ O L = rQC N _ 0 _O 3 3~ N o YY ~ 9 f ~ O w.rrw U .-o Nrn- W S •i <a U A w" d a e d v)Nw ~ 4~o rvn i~K m~ c2 V d 1 boy ~ab~rUilm no`~p R ~ ~ a$ o a C n6 ~ aixa av'~Lw`O>pC u C u uw K N n N=she a~?`uaeaci0`~NO ~ O r c y. d p rn nr lx .°[~~r' Q c ~n~azim~w>x`m'ta O. •~O > Z Q r a c„ :N NO OO Q 'n>rccr'~nC1 X0, Q c n m a oxKX~Xn X. 0 6 1.. 00 Z<2 Q Z O X~n .Xi Nn NX.r d n~~pa' :i n.r.a0c c Q _ ` - _LL ya _xi' or, n _LL mnc.p~ ry C ire w`q IL WYN vv YY' V d ~tls`SO^s-J rtnY itL V G U~IYU GI Z /'1N c N O Y~bo~ N D >K uw«VZ <C22ft iv ~ j O. N .Y.- mO J y v2 i o c0 www r~iLL wLL wu D pro .-I rla .-nr. <n r-1.-n~ o !o.'n roc u~wb m - <aa <a as<a Q 5 - ~ NI/Y. J14: N(f. VIN. cy A O O Cl rvN~NN J ~ CY ~ Q LO o o n c c c n E ~oO°n^ o000 C OIOCoGnO_p V? aa.a owo mu_m='~_m_ O ~.'o,`'r°-'n°r rn Hrr CQ dU ~O a'aa'nna an:a~a aa0 2 NI N~ _N-.W II o0oo oo oncn > ua uo U i i N N ~yy yr,nnrv > o0°00000ooooo coo O~ o000o C d ry n M V---------- NN ab~4 W oOG 00 0 J J _ U Q ~ W Y Y Y Y Y Y~ LL J o n ~ O _r G ooo ou vo oo n N pNN NNNN NN ry N JJJ.:J._J-J U = a OOO OO CO CU N > Q J VI VIN NN NNrnN C U U U 90 0 G V J .n r.-m a~ F, U r~ to 49 u UV c> rV) L.r^t a VJ ~C J I ✓r v~ nl .,Ir r. ur v~ m UI r9i ni N T i aT VI •I !V ul •I N ~L M M ~ O O S O of m - y ~ V L L Z n O p z L_ ry J 2 F 0 f y Q1 ~ O C W O U 3 a Q O Z d - eN+ y a N C C m O R ~ L J ~ L C v. y •t a N C N ~ n Q_ C N p F r N r y N d Z d ~l Q d W 9 o U U t- E' b Q Q •t n h h N • Site Number: 412772 Code: ANSOTIA-222-G 4:c Site Name: MINPACKER WI, WI Lngincering Number: OAA739483 C3 01 4!'ar;cta 77;:?< f't1 Customer: Verizon Wireless Analysis Parameters I. ocation: ST CROIX County. WI Height fit): 190.3854 Code: ANSBTIA-222-13 Base ❑ovation (N): 0.00 Shape: Triangle Bulbul Face Width (N): 20.52 Tower Manufacturer: Firobond Resources Top Face Width IN): 4.50 Tower Typo: Self Support Anchor Bolt Detail Type c Kd: Ko: Ice & Wind Parameters Structure Class: II Design Windspeed Without Ice: 90 mph Exposure Category: C Design Windspeed With Ice: 50 nlph Topographic Category: 1 Operational Windspeed: 60 mph Crest Height 0 ft Design Ice Thickness: 0.75 in Seismic Parameters Analysis Mothod: Equivalent Modal Analysis & Equivalent Lateral Force Methods Site Class: D - Stiff Soil Period Based on Rayleigh Method Isec): 0.90 1-(sec): 12 p: 1.3 C.;: 0.030 S0.046 S.: 0.027 C.;. Max: 0.030 F„ : 1.600 F, : 2.400 G„ Min: 0.030 S„ : 0.049 50.043 Load Cases 1.2D + 1.6W Normal 90 mph Normal -with No Ice. 1.20 + 1.6W 60 deg 90 mph 60 degree with No Ice 1.2D + 1.6W 90 deg 90 rnph 90 degree. with No Ice 1.20 + 1.6W 120 deg 90 mph 120 degree with No Ire 1.21) + 1.6W 180 deg 90 mph 180 degree with No Ice 1.21) + 1.6W 210 deg 90 mph 210 degree with No Ice 1.20 + 1.6W 240 deg 90 mph 240 degree with No Ice 1.20 + 1.6W 300 deg 90 mph 300 degree with No Ice. 1.2D + 1.6W 330 deg 90 mph 330 degree with No Ice 0.9D + 1.6W Normal 90 mph Normal with No Ice (Reduced DL) 0.9D + 1.6W 60 deg 90 mph 60 dog with No Ice (Reduced DL) 0.9D + 1.6W 90 deg 90 mph 90 deg with No Ice (Reduced DL) 0.90 + 1.6W 120 deg 90 mph 120 deg with No Ice (Reduced DL) 0.9D + 1.6W 180 deg 90 mph 180 dog with No Ice (Reduced DL) 0.9D+ 1.6W 210 dog 90 mph 210 deg with No Ice (Reduced DL) 0.9D+ 1.6W 240 deg 90 rnph 240 deg with No Ice (Reduced DL) 0.913 + 1.6W 300 deg 90 mph 300 deg with No Ice. (Reduced DL) 0.9D + 1.6W 330 deg 90 mph 330 deg with No Ice IReduccd DL) 1.2D + 1.0Di + 1.OWi Normal 50 mph Normal with 0.75 in Radial Ice Page 1 Site Number: 412772 Codo: ANSOTIA-222-C Site Name: MINPACKER WI, WI Engineering Number: 0AA739483 C301 gr 16:21,18 2.24 .34 11:1 Customer: Verizon Wireless Analysis Parameters 1.2D + 1.ODi + 1.OWi 60 (log 50 mph 60 dog with 0.75 in Radial Ice 12D + 1.ODi + 1.OWi 90 deg 50 nlph 90 deg with 0.75 in Radial Ice 1.2D+ 1.01]i + 1.OWi 120 deg 50 nlph 120 deg with 0.75 in Radial Ice. 1.2D + 1.ODi + 1.OWi 180 dog 50 mph 180 deg with 0.75 in Radial Ice 1.2D + 1.ODi + 1.OWi 210 deg 50 mph 210 deg with 0.75 m Radial Ice 1.2D + 1.ODi • 1.OWi 240 deg 50 mph 240 deg with 0.75 in Radial Ice 1.2D + 1.ODi • 1.OWi 300 deg 50 mph 300 deg with 0.75 in Radial Ice 1.2D + 1.ODi + 1.OWi 330 deg 50 mph 330 deg with 0.75 in Radial Ice (1.2+0.2Sds)'DL+E Normal Seismic Normal 11.2+0.2Sds)'DL+E 60 deg Seismic 60 deg 11.2 + 0.2Sds)' DI + 1- 90 dug Seismic 90 dug 11.2 + 0.2Sds)' DI. • E 120 deg Seismic 120 deg (1.2 +0.2Sds)' DL + E 180 deg Seismic 100 deg (1.2+0.2Sds)'DL+E 210 deg Seismic 210 deg (1.2 + 0.2Sdsl' OL+ E 240 deg Seismic 240 deg (1.2+0.2Sdsl'DL+E 300 deg Seismic 300 deg 0.2 + 0.2Sds1' DL + E 330 (log Seismic 330 deg (0.9 - 0.2Sds)' DL + I. Normal Seismic (Reduced DL) Normal (0.9 - 0.2Sds) ' DL + E 60 deg Seismic (Reduced DL) 60 dog (0.9 - 0.2Sds)' DL+ E 90 deg Seismic (Reduced DL) 90 deg 10.9 - 0.2Sdsl ' DL+ E 120 deg Seismic (Reduced DL) 120 deg 10.9 - 0.2Sds)' DL+ E 180 deg Seismic (Reduced DL) 180 deg 10.9 - 0.2Sds)' DL + E 210 deg Seismic (Reduced DL) 210 dog (O.9 - 0.2Sds)' DL + E 240 deg Seismic (Reduced DL) 240 tleg (0.9 0.29ds)' OL + F 300 dog Seismic (RedeCed DLI 300 deg (09 - 0.2Sds)' DL + F 330 dog Seismic (Reduced DLI 330 deg 1.OD + 1.OW Service Normal Serviceability 60 mph Wind Normal 1.OD + 1.OW Service 60 deg Scrviceabdily .60 mph Wind 60 deg 1.OD + 1.OW Service 90 deg Serviceability 60 mph Wind 90 dcg 1.OD + 1.OW Service 120 (log Serviceability 60 nlph Wind 120 deg 1.OD+1.OW Service 180 dog Serviceability 60 mph Wind 180 deg 1.OD + 1.OW Service 210 deg Serviceability - 60 mph Wind 210 deg 1.OD + 1.OW Service 240 deg Serviceability - 60 mph Wind 240 deg 1.OD + 1.OW Service 300 deg Serviceability - 60 mph Wind 300 dug 1.OD + 1.OW Service 330 deg Serviceability - 60 mph Wind 330 deg Page 2 Site Number: 412772 Code: ANSIA IA-222 G Site Name.: MINPACKER WI, WI Engineering Number: OAA739483_C3 01 1Gi 2,11x : 111 +4 PV Customer: Vcrizun Wireless Tower Loading Discrete Appurtenance Properties 1.2U+1.6w Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M„ Q, F, (WL) P,(DL) (ft) (lb) (st) (fl) (in) (in) Factor Erc.(ft) (lb-tt) (psf) (I b) (I b) 190.0 Ericsson Radio 4449- 3 70 2.0 1.5 13.2 9.4 0.75 0.50 2.0 155.1 25.59 78 252 190.0 Ericsson Radio 8843 3 75 2.0 1.5 13.2 11.3 0.75 0.76 2.0 235.7 25.59 118 270 190.0 Raycap RVZDC-6627- 1 32 4.1 2.5 16.5 12.6 0.75 0.67 -2.0 141.4 25.48 71 38 190.0 JMA Wireless 6 50 11.4 8.0 11.9 10.7 0.75 0.79 1.0 1405.2 25.56 1405 360 190.0 AIIgon 7130.181 A- 6 35 11.9 8.5 11.4 11.4 0.75 0.79 1.0 1469.5 25.56 1470 253 190.0 Flat Platform w! 1 2000 42.4 0.0 0.0 0.0 1.00 1.00 0.0 0.0 25.53 1472 2400 190.0 VZW Unused 1 1522 98.9 2.0 24.2 24.2 1.00 1.00 1.0 3440.1 25.56 3440 1826 176.0 Radio!ODU 1 30 1.6 1.3 12.0 8.0 0.80 0.50 2.0 43.8 25.19 22 36 176.0 Nokia AirScale Dual 3 84 2.2 1.8 12.1 7.4 0.80 0.67 0.0 0.0 25.13 122 302 176.0 Nokia FHFB Wo 3 51 2.4 1.9 12.6 63 0.80 0.67 0.0 0.0 25.13 132 183 176.0 Raycap 2 15 3.2 1.7 18.9 18.9 0.80 0.67 0.0 0.0 25.13 118 36 176.0 Nokia FRIG wl Solar 3 57 3.4 2.0 17.2 7.6 0.80 0.67 0.0 0.0 25.13 187 206 176.0 T HP Dish 1 90 4.0 2.0 0.0 0.0 1.00 1.00 2.0 271.3 25.19 136 108 176.0 Andrew HBXX- 6 43 8.5 6.2 12.0 6.5 0.80 0.68 0.0 0.0 25.13 951 310 176.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 25.13 830 1080 176.0 Commscope FFHH- 3 126 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 25.13 1092 453 Totals 46 6760 490.7 11644 8112 Discrete Appurtenance Properties 0.9D+1.6W Elevation Description Qty WL EPA Length Width Depth K, Orient. Vert. M., Q, F, (WL) P,(DL) (It) (lb) (SO (ft) (in) (in) Factor Ecc(ft) (lb-ft) (psf) (lb) (lb) 190.0 Ericsson Radio 4449- 3 70 2.0 1.5 13.2 9.4 0.75 0.50 2.0 155.1 25.59 78 189 190.0 Ericsson Radio 8843 3 75 2.0 1.5 13.2 11.3 0.75 0.76 2.0 235.7 25.59 118 203 190.0 Raycap RVZDC 6627- 1 32 4.1 2.5 16.5 12.6 0.75 0.67 -2.0 141.4 25.48 71 29 190.0 JMA Wireless 6 50 11.4 8.0 11.9 10.7 0.75 0.79 1.0 1405.2 25.56 1405 270 190.0 Allgon 7130.18! A- 6 35 11.9 8.5 11.4 11.4 0.75 0.79 1.0 1469.5 25.56 1470 190 190.0 Flat Platform w~ 1 2000 42.4 0.0 0.0 0.0 1.00 1.00 0.0 0.0 25.53 1472 1800 190.0 VZW Unused 1 1522 98.9 2.0 24.2 24.2 1.00 1.00 1.0 3440.1 25.56 3440 1370 176.0 RadioIODU 1 30 1.6 1.3 12.0 8.0 0.80 0.50 2.0 43.8 25.19 22 27 176.0 Nokia AirScale Dual 3 84 2.2 1.8 12.1 7.4 0.80 0.67 0.0 0.0 25.13 122 226 176.0 Nokia FH FB Wo 3 51 2.4 1.9 12.6 6.3 0.80 0.67 0.0 0.0 25.13 132 137 176.0 Raycap 2 15 3.2 1.7 18.9 18.9 0.80 0.67 0.0 0.0 25.13 118 27 176.0 Nokia FRIG wt Solar 3 57 3.4 2.0 17.2 7.6 0.80 0.67 0.0 0.0 25.13 187 154 176.0 2' HP Dish 1 90 4.0 2.0 0.0 0.0 1.00 1.00 2.0 271.3 25.19 136 81 176.0 Andrew HBXX- 6 43 8.5 6.2 12.0 6.5 0.80 0.68 0.0 0.0 25.13 951 232 176.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 25.13 830 810 176.0 Commscope FFHH- 3 126 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 25.13 1092 339 Totals 46 6760 490.7 11644 6084 Discrete Appurtenance Properties 1.211 . 1.oDi+1+OWi Elevation Description Qty Ice Wt Ice EPA Length Width Depth K, Orient. Vert. M, Q, F, (WL) P,(DL) (fl) (I I)) Is 1) (tt) (in) (in) Factor Ecc.(ft) (Ib-ft) (psf) (lb) pb) 190.0 Ericsson Radio 4449- 3 150 2.6 1.5 13.2 9.4 0.75 0.50 2.0 39.0 7.90 20 491 190.0 Ericsson Radio 8843 3 162 2.6 1.5 13.2 11.3 0.75 0.76 2.0 59.3 7.90 30 531 190.0 Raycap RVZDC-6627- 1 181 4.9 2.5 16.5 12.6 0.75 0.67 -2.0 33.0 7.86 17 187 190.0 JMA Wireless 6 365 13.1 8.0 11.9 10.7 0.75 0.79 1.0 311.4 7.89 311 2252 190.0 AIIgon 7130.18 r A- 6 373 13.7 8.5 11.4 11.4 0.75 0.79 1.0 326.6 7.89 327 2280 190.0 Flat Platform wi 1 3454 63.9 0.0 0.0 0.0 1.00 1.00 0.0 0.0 7.88 428 3854 Page 3 Situ Number: 412772 Code: ANSbTIA-222 G ;'f - Site Name: MINPACKER WI. WI Engineering Number: OAA739483 C3. 01 9+1 A?20192.24.34'M Customer: Voriion Wireless Tower Loading 190.0 VZW Unused 1 2607 169.5 2.0 24.2 24.2 1.00 1.00 1.0 1136.7 7.89 1137 2911 176.0 Radio!ODU 1 94 2.1 1.3 12.0 8.0 0.80 0.50 2.0 11.3 7.77 6 100 176.0 Nokia AirScale Dual 3 161 2.9 1.8 12.1 7.4 0.80 0.67 0.0 0.0 7.76 30 534 176.0 Nokia FHFB wro 3 128 3.1 1.9 12.6 6.3 0.80 0.67 0.0 0.0 7.76 33 414 176.0 Raycap 2 169 3.9 1.7 18.9 18.9 0.80 0.67 0.0 0.0 7.76 28 344 176.0 Nokia FRIG w? Solar 3 161 4.2 2.0 17.2 7.6 D.80 0.67 0.0 0.0 7.76 44 516 176.0 2' HP Dish 1 224 5.1 2.0 0.0 0.0 1.00 1.00 2.0 67.9 7.77 34 242 176.0 Andrew HBXX- 6 221 11.5 6.2 12.0 6.5 0.80 0.68 0.0 0.0 7.76 247 1380 176.0 Round Sector Frame 3 673 31.2 0.0 0.0 0.0 0.75 0.75 0.0 0.0 7.76 347 2200 176.0 Conlmscope FFHH- 3 586 23.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 7.76 230 1834 Totals 46 18719 691.6 3267 20071 Discrete Appurtenance Properties 1.00+1.oW Service Elevation Description Qty Wt. EPA Length Width Depth K, Orient. Vert. M~ Q; F, (WL) P,(DL) (ft) (lb) (St) (tt) (in) (in) Factor EccAft) (Ib-ft) (psf) (I b) (lb) 190.0 Ericsson Radio 4449- 3 70 2.0 1.5 13.2 9.4 0.75 0.50 2.0 43.1 11.37 22 210 190.0 Ericsson Radio 8843 3 75 2.0 1.5 13.2 11.3 0.75 0.76 2.0 65.5 11.37 33 225 190.0 Raycap RVZDC-6627- 1 32 4.1 2.5 16.5 12.6 0.75 0.67 -2.0 39.3 11.32 20 32 190.0 JMA Wireless 6 50 11.4 8.0 11.9 10.7 0.75 0.79 1.0 390.3 11.36 390 300 190.0 Allgon 7130.18 ! A- 6 35 11.9 8.5 11.4 11.4 0.75 0.79 1.0 408.2 11.36 408 211 190.0 Flat Platform wt 1 2000 42.4 0.0 0.0 0.0 1.00 1.00 0.0 0.0 11.35 409 2000 190.0 VZW Unused 1 1522 98.9 2.0 24.2 24.2 1.00 1.00 1.0 955.6 11.36 956 1522 176.0 Radio!ODU 1 30 1.6 1.3 12.0 8.0 0.80 0.50 2.0 12.2 11.19 6 30 176.0 Nokia AirScale Dual 3 84 2.2 1.8 12.1 7.4 0.80 0.67 0.0 0.0 11.17 34 251 176.0 Nokia FHFB wlo 3 51 2.4 1.9 12.6 6.3 0.80 0.67 0.0 0.0 11.17 37 152 176.0 Raycap 2 15 3.2 1.7 18.9 18.9 0.80 0.67 0.0 0.0 11.17 33 30 176.0 Nokia FRIG w, Solar 3 57 3.4 2.0 17.2 7.6 0.80 0.67 0.0 0.0 11.17 52 171 176.0 2' HP Dish 1 90 4.0 2.0 0.0 0.0 1.00 1.00 2.0 75.4 11.19 38 90 176.0 Andrew HBXX- 6 43 8.5 6.2 12.0 6.5 0.80 0.68 0.0 0.0 11.17 264 258 176.0 Round Sector Frame 3 300 14.4 0.0 0.0 0.0 0.75 0.75 0.0 0.0 11.17 231 900 176.0 Conlmscope FFHH- 3 126 21.1 8.0 25.2 9.3 0.80 0.63 0.0 0.0 11.17 303 377 Totals 46 6760 490.7 3234 6760 Page 4 Site Number: 412772 Corle. ANSi!r1AQ22.G Site Name: MINPACKER WI. WI Engineering Number: OAA739483_C3 01 2i:'18 2.24:34 Pld Customer: Verimn Wireless Tower Loading Linear Appurtenance Properties Elev Elev Out From To Width Weight Pct Spread On Bundling Cluster Of Spacing Orientation Ka (ft) (it) Description Cry (in) (Ibrft) In Block Faces Arrangement Dia (in) Zone (in) Factor Override 0.00 190.0 1 518" Coax 6 1.98 0.82 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 190.0 1.56" Hybrid 2 1.56 1.78 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 190.0 Waveguirle 1 2.00 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 176.0 0.40" Cable 1 0.40 0.10 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 176.0 1 518" Coax 6 1.98 0.82 0 Lin App Individual 0.00 N 0.50 1.00 0.00 0.00 176.0 1 5i8" Fiber 2 1.63 1.61 0 Lin App Individual 0.00 N 1.00 1.00 0.00 0.00 176.0 Waveguide 1 2.00 6.00 0 Lin App Individual 0.00 N 1.00 1.00 0.00 Page 5 Site Number: 412772 Code: ANSI(TIA-2226 Site Narne: MINPACKER WI. WI Fngincering Number: UAA739483_C3_01 ')+1::;1C1N 24 34 PM Customer: Verizon Wireless Section Forces LoadCase 1.2D + 1.6W Normal 90 mph Normal with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1.00 Section I.Iev. 0- A. A- Ice A, a C. D, Or T„ A. EPA, EPA„ Wt. Ice Wt- F,. F, Force (ftl (psll is') (5f) (sf) (in) (5f) (sfl (5f) (Ibl (Ibl Jib) (Ibl (lb) 10 185.30 25.40 5.039 3.392 0-000 0.178 2,67 1.00 1.00 0.0 6.98 18.64 0.00 747 0 644 372 1016 9 170.20 24,95 12.288 9.176 0.000 0.227 2.51 1,00 1e0 0.0 17.61 44.18 0.00 2778 0 1499 1355 2854 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2974 0 1416 1476 2892 7 13019 23.58 14.574 10.851 0.000 0.164 2.72 1.00 1.00 0.0 20.75 56.48 0.00 3523 0 1811 1432 3243 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 4170 0 1855 1382 3237 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 1.00 1.00 0.0 26.91 75.73 0.00 4839 0 2248 1325 3574 4 70.19 20.71 22.027 15.025 0.000 0,134 2.83 1.00 1.00 0.0 30.20 85.55 0.00 6186 0 2409 1257 3666 3 50.19 19.29 24.751 15.025 0.000 0.125 2.86 1.00 1.00 0.0 33.00 94.53 0.00 6379 0 2480 1172 3652 2 30,19 17.34 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40.22 114.32 0.00 6743 0 2695 1053 3748 1 10,09 14.98 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 7411 0 2719 918 3637 45748 0 31520 LoadCase 1.2D + 1.6W 60 (leg 90 mph 60 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1,00 Section Elev. U A. A, Ice A, a C, Dr D, T„ A, EPA, EPA„ Wt. Ice Wt. F,,, F„ Force (ft) (psl) (*II (stl (St) tin) Isf) (et) (st) fib) fib) (lb) fib) (Ib) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.80 1.00 0.0 5.97 15.95 0.00 747 0 551 372 923 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2778 0 1290 1355 2645 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 0.80 1.00 0.0 13.95 37.34 0.00 2974 0 1234 1476 2710 7 130.19 23.58 14,574 10.851 0.000 0.164 2.72 0.80 1,00 0.0 17.83 48.55 0.00 3523 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18.39 51.93 0.00 4170 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.02 64.79 0.00 4839 0 1923 1325 3249 4 70.19 20.71 22.027 15.025 0.000 0.114 2.83 0.80 1.00 0.0 25.79 73.07 0.00 6186 0 2058 1257 3315 3 50.19 19,29 24.751 15.025 0-000 0.125 286 0.80 1.00 0.0 28.05 80.35 0.00 6379 0 2108 1172 3280 2 30.19 17,34 31.825 15-025 0.000 0.131 2.84 0.80 1.00 0.0 33.85 96.23 0.00 6743 0 2269 1053 3321 1 10.09 14.98 18.538 15.166 0.000 0.134 2.83 0.80 Loo 0.0 39,42 111.62 0.00 7411 0 2274 918 3193 45748 0 28614 LoadCase 1.2D + 1.6W 90 deg 90 Mph 90 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. U A, A, Ice A, a C, D, D T,. A EPA, EPA„ Wt. Ice Wt. F,. F Force (ft) (psf) (0) (sf) (sf) (in) (sf) lsf) (cry (Ib) (Ib) lib) (Ib) pb) 10 185.30 25.40 5.039 3.392 0.000 0.178 2,67 0.85 1.00 0.0 6.22 16.62 0.00 747 0 574 372 946 9 170.21 24.95 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 1576 39.56 0.00 2778 0 1342 1355 2697 8 150.19 24.30 10,297 10.017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2974 0 1280 1476 2755 7 130.19 23.58 14,574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 3523 0 1621 1432 3052 6 110.19 22.77 14,120 12.521 0.000 0.136 2.R2 0.85 1.00 0.0 19.09 53.93 0.00 4170 0 1670 1382 3052 5 90.19 21.83 19,435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.51 0.00 4839 0 2005 1325 3330 4 70.19 20.71 22,027 15.025 0.000 0.134 2.R3 0.85 1.00 0.0 26.89 76.19 0.00 6106 0 2145 1257 3403 3 50,19 19.29 24.751 15-025 0.000 0125 2.86 0.85 1.00 0.0 29.29 83.90 0.00 6379 0 2201 1172 3373 2 30.19 17.34 31.825 15-025 0.000 0.131 2.84 0.86 1.00 0.0 35.45 100.75 0.00 6743 0 2375 1053 3428 1 10.09 14.98 38.538 15166 0.000 0.134 2.83 0.85 1.00 0.0 41,34 117.08 0.00 7411 0 2386 918 3304 Page 6 • 0 Site Number 412772 Code: ANSI(TIA-222-G ,v q Site Name: MINPACNER WI, WI Engineering Number. OAA739483 C3 01 TIPS 2018 2.24:34 Pld Customer: Vcridon Wireless Section Forces 45748 0 29341 Load Case 1.2D + 1.6W 120 deg 90 biph 120 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (lw) : 1.00 Section Flev. O. A, A, Ice A, a C, D, D, T;, A EPA, EPA„ Wt. Ice Wt. F,. F, Force (it) (Psf) (st) Isl) (st) (in) (sf) Isf) Isf) (lb) (lb) (lb) Jib) pb) 10 185.30 25.40 5.039 3.392 0.000 0,178 2.67 1.00 1.00 0.0 6.98 18.64 0.00 747 0 644 372 1016 9 170.20 24.95 12.288 9.176 OeOO 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2778 0 1499 1355 2854 8 150.19 24.30 10,297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16el 42.85 0.00 2974 0 1416 1476 2892 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 1.00 1.00 0.0 20.75 56.48 0.00 3523 0 1811 1432 3243 6 110,19 22.77 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 oeo 4170 0 1855 1382 3237 5 90.19 21,83 19.435 13.356 0.000 0.139 2.81 1.00 1.00 0.0 26.91 75.73 0.00 4839 0 2248 1325 3574 4 70.19 20,71 22.027 15.025 0.000 0.134 2.83 1.00 1.00 0.0 30.20 85.55 0.00 6186 0 2409 1257 3666 3 50.19 19.29 24 751 15.075 0.000 0.125 2.86 1.00 1.00 0.0 33.00 94.53 0.00 6379 0 2480 1172 3652 2 30A9 17,34 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40.22 114.32 0.00 6743 0 2695 1053 3748 1 10.09 14.98 38.538 15.166 0,000 0-134 2.83 1.00 100 0.0 47.12 133.45 0.00 7411 0 2719 918 3637 45748 0 31520 Load Case 1.2D + 1.6W 180 deg 90 mph 180 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (1w) : 1.00 Section Elev+ clA, A, Ice A, P. C, D, D. T,; A, EPA, EPA„ Wt. Ice Wt. F„ F, Force (it) (Psf) (st) (st) (st) (in) fsf) fsf) (sf) (I b) jib) (Ib) jib) (lb) 10 185.30 25.40 5.039 3.392 0.000 0,178 2.67 0.80 1.00 0.0 5.97 15.95 0.00 747 0 551 372 923 9 170.20 24.95 12.288 9.176 0.000 0.227 2,51 0.80 1.00 Oe 15.15 38.01 0.00 2778 0 1290 1355 2645 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 0.80 1+00 0.0 13.95 37.34 0.00 2974 0 1234 1476 2710 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.80 1,00 0.0 17.83 48,55 0.00 3523 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1,00 0.0 18.39 51.93 0.00 4170 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.02 64.79 0.00 4839 0 1923 1325 3249 4 70,19 20.71 22,027 15,025 0.000 0.134 2.83 0.80 1.00 0.0 25.79 73.07 0.00 6186 0 2058 1257 3315 3 50.19 19.29 24.751 15.025 OeOO 0,125 2.86 0.80 1.00 0.0 28.05 80.35 0.00 6379 0 2108 1172 3280 2 30.19 17.34 31.825 15.025 OeOO 0.131 2.84 0.80 1.00 0.0 33.85 96.23 0.00 6743 0 2269 1053 3321 1 10.09 14.98 38.538 15.166 0-000 0.134 2.83 0.80 1,00 0.0 39.42 111.62 0.00 7411 0 2274 918 3193 45748 0 28614 LoadCase 1.2D + 1.6W 210 deg 90 mph 210 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section f lev. O, A, A, Ice A. c C, D. D, T. A, EPA, EPA. Wt. Ice Wt. F.,, F, Force Ott IPSh Isf) (sf) Isf) (in) (sh (sf) (sQ (Ih) (du (lb) Qb) (lb) 10 185.30 25.40 5.039 3.392 0,000 0.178 2.67 0.85 1.00 0.0 6.22 16.62 0.00 747 0 574 372 946 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 15.76 39.56 0.00 2778 0 1342 1355 2697 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 O.RS 1.00 0.0 14.47 38.72 0.00 2974 0 1280 1476 2755 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0,85 1.00 0.0 18.56 50.53 0.00 3523 0 1621 1432 3052 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0,85 1.00 0.0 19.09 53.93 0.00 4170 0 1670 1382 3052 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0,0 24.00 67.53 0.00 4839 0 2005 1325 3330 4 70.19 20.71 22.027 15-025 0.000 0.134 2.83 O.R5 1.00 0.0 26,89 76.19 0,00 6186 0 2145 1257 3403 3 50.19 19.29 24.751 15.025 0.000 0.125 2.86 0,85 1.00 0,0 29.29 83.90 0.00 6379 0 2201 1172 3373 Page 7 • 0 Site Number: 412772 Coda, ANSIII IA 222 G o Site Name: MINPACKLN WI. WI Engineering Number: OAA739483_C3 01 9!IF•r7~!t g. 774.94 Fill Customer: Verizon Wireless Section Forces 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 0.85 1.00 0.0 35.45 100.75 0.00 6743 0 2375 1053 3428 1 10.09 14.98 38,538 15,166 0.000 0.134 2.83 0.85 1.00 0.0 41.34 117.08 0.00 7411 0 2386 918 3304 45748 0 29341 LoadCase 1.2D + 1.6W 240 deg 90 mph 240 degree with No Ice Gust Response Factor (Git): 0.85 Wind Importance Factor (Iw) : 100 Section Elev. Q. A, A. Ice A, c C. D. D, T., A, EPA, EPA, Wt. Ice Wt. F„ F, Force (it) (psi) (st) Isf) (St) (in) (sf1 (sf) (sf) (lb) (lb) (1b) (Ib) (lb) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 1.00 1.00 0.0 6.98 18.64 0.00 747 0 644 372 1016 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2778 0 1499 1355 2854 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2974 0 1416 1476 2892 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 1.00 1el) 0.0 20.75 56.48 0.00 3523 0 1811 1432 3243 6 110,19 22,77 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 4170 0 1855 1382 3237 5 90.19 21,83 19.435 13.356 0.000 0.139 2.81 1.00 1.00 0.0 26.91 75.73 0.00 4839 0 2248 1325 3574 4 70.19 20.71 22.027 15.025 0.000 0.134 2.83 1.00 1.00 0.0 30.20 85.55 0.00 6186 0 2409 1257 3666 3 50.19 19.29 24.751 15.025 0.000 0.125 2.86 1,00 1.00 0.0 33.00 94.53 0,00 6379 0 2480 1172 3652 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40.22 114.32 0.00 6743 0 2695 1053 3748 1 10.09 1498 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 7411 0 2719 918 3637 45748 0 31520 LoadCase 1.2D + 1.6W 300 deg 90 mph 300 degree with No Ice Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. D A. A, Ice A. a C, U, D. I;, A, EPA, I-PA,; Wt. Ir.e Wt. F.. F, Force (ft) (psi) ($11 (sf) (sf) (in) Isf) Isf) Isf) (lb) (lb) (Ih) (lb) (lb) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.80 1,00 0.0 5.97 15.95 0.00 747 0 551 372 923 9 170.20 24.95 12,288 9.176 0,000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2778 0 1290 1355 2645 a 150.19 24.30 10.291 10.017 0.000 0.177 2.66 0.60 1,00 0.0 13.95 37.34 0.00 2974 0 1234 1476 2710 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.80 1.00 0.0 17.83 48.55 0.00 3523 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0,0 18.39 51,93 0.00 4170 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0,139 2.81 0.80 1.00 0.0 23.02 64.79 0.00 4839 0 1923 1325 3249 4 70.19 20.71 22.027 15.025 0.000 0,134 2.83 0.80 1.00 0.0 25.79 73.07 0.00 6186 0 2058 1257 3315 3 50.19 19.29 24.751 15.025 0.000 0125 2,86 0.80 1.00 0,0 28.05 80,35 0.00 6379 0 2108 1172 3280 2 30.19 17.34 31.825 15.025 0,000 0.131 2.84 0.80 1.00 0.0 33.85 96.23 0.00 6743 0 2269 1053 3321 1 10.09 14.98 38,538 15,166 0.000 0.134 2.83 0.80 1.00 0.0 39.42 111.62 0.00 7411 0 2274 918 3193 45748 0 28614 LoadCase 1.2D + 1.6W 330 deg 90 mph 330 degree with No Ice Gust Response Factor (Gh): 0.65 Wind Importance Factor (1w): 1.00 Section IL lov. Q, A. A, Ice A, c C~ D. D, T A. EPA, EPA,; Wt. Ire Wt. F„ F, Force (ft) (psi) (5f1 (sf) (5f) (1111 (sf) (sf1 (sf) (lb) (lb) (lb) (Ib) (lb) 10 185.30 25.40 5.039 3.392 0.000 0,178 2.67 0.85 1.00 0.0 6.22 16.62 0.00 747 0 574 372 946 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 15.76 39.56 0.00 2778 0 1342 1355 2697 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2974 0 1280 1476 2755 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 3523 0 1621 1432 3052 6 110,19 22.77 14.170 12.521 0.000 0.136 2.82 0.85 1.00 0.0 19.09 53.93 0.00 4170 0 1670 1382 3052 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.53 0.00 4839 0 2005 1325 3330 Page 8 Site Number: 412772 Code: ANSITIA-222.6 - - Site Name: MINPACKER WI. WI Engineering Number: OAA739483_C3_01 N7a!2C l Customer: version Wireless Section Forces 4 70.19 20.71 22.027 15.025 0.000 0.134 2.83 0.85 1.00 0.0 26.89 76.19 0.00 61 R6 0 2145 1257 3403 3 50.19 19.29 24.751 15.025 0.000 0,125 2.86 OAS 1.00 0.0 29.29 83.90 0.00 6379 0 2201 1172 3373 2 30,19 17.34 31.825 15.025 0,000 0.131 2.84 0.85 1.00 0.0 35.45 100.75 0.00 6743 0 2375 1053 3428 1 10.09 WAR 38.538 15.166 0.000 0.134 2.83 0.85 1.00 0.0 41.34 11TOR 0.00 7411 0 2386 918 3304 45748 0 29341 LoadCase_ 0.9D + 1.6W Normal 90 mph Normal with No Ice. (Reduced DL) Gust Response Factor (Gh): 0 .R5 Wind Importance Factor (Iw) : 1.00 Section Elev. Q A, A, Ice A. a C, D, D, T., A. LPA EPA, Wt. Ice Wt. F„ F, Force (it) (Psf1 (sf) (sf) 1st) (in) (sfl (S(I (sfl (Ib) (Ib) (Ib) (Ib) Ph) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 1.00 1.00 0.0 6.98 18.64 0.00 560 0 644 372 1016 9 170.20 24,95 12.288 9.176 0.000 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2083 0 1499 1355 2854 R 150.19 24.30 10.297 10.017 0-000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2230 0 1416 1476 2892 7 130.19 23.58 14.574 10.851 0-000 0.164 2.72 1.00 1,00 0.0 20.75 56.48 0.00 2642 0 1811 1432 3243 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 3127 0 1855 1382 3237 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 1.00 1.00 0.0 26.91 7533 0.00 3629 0 2248 1325 3574 4 70.19 20.71 22.027 15.025 0.000 0.134 2.83 1.00 1.00 0.0 30.20 85,55 0.00 4640 0 2409 1257 3666 3 50.19 19.29 24751 15.025 0.000 0.125 2.86 1.00 1,00 0.0 33.00 94.53 0.00 4784 0 2480 1172 3652 2 30.19 17.34 31.825 15,025 0.000 0.131 2.84 1.00 1.00 0.0 40.22 114.32 0.00 5057 0 2695 1053 3748 1 10.09 14.98 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 5558 0 2719 918 3637 34311 0 31520 LoadCase 0.9D + 1.6W 60 deg 90 mph 60 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.65 Wind Importance Factor (Iw) : 1.00 Section Elev. Q, A, A. Ice A, a C, D. or T, A, FPA_ EPA, Wt. Ire Wt F,. F, Force [it) [PSI) Isf) Isf) Isf) (in) (sh (sh (sf) (Ibl (Ib) IIb) Ob) II b) 10 185.30 25.40 5.039 3.392 0.000 0.178 2,67 0.80 1.00 0.0 5.97 15.95 0.00 560 0 551 372 923 9 170.20 24.95 12.2R8 9-176 0.000 0.227 2,51 O.AO 1.00 0.0 15.15 38.01 0.00 2083 0 1290 1355 2645 8 150.19 24.30 10.297 10,017 0.000 0.177 2.68 0.80 1.00 0,0 13.95 37.34 0.00 2230 0 1234 1476 2710 7 130.19 23.88 14.574 10.851 0,000 0.164 2.72 0.80 1.00 0.0 17,83 48.55 0.00 2642 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18.39 51.93 0.00 3127 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.02 64.79 0.00 3629 0 1923 1325 3249 4 70.19 20.71 22.027 15.025 0,000 0.134 2.83 0.80 1.00 0.0 25.79 73.07 0.00 4640 0 2058 1257 3315 3 50.19 19.29 24.751 15.025 0.000 0.125 2.86 0.80 1.00 0.0 28.05 80.35 0.00 4784 0 2108 1172 3280 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 O.RO 1.00 0.0 33.05 96.23 0.00 5057 0 2269 1053 3321 1 10.09 14.98 3R.538 15.166 0.000 0.134 2.83 O.RO 1.00 0.0 39.42 111.62 0.00 5558 0 2274 918 3193 34311 0 28614 LoadCase. 0.9D + 1.6W 90 deg 90 mph 90 (leg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind importance Factor (Iw) : 1.00 Section Elev. U A. A. Ice A, a C, D, D, T„ A EPA, I PA„ Wt Ice Wt. F„ F, Force (ft) (Psi) (s0 (SO (`•11 Pn) (sf) Isf) (s1) IIb) (Ib) (Ib) (Ib) Obi 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.85 1.00 Oe 6.22 16.62 0.00 560 0 574 372 946 9 170.20 24.95 12288 9.176 0.000 0.227 2,51 O.R5 1.00 0.0 15.76 3856 0.00 2083 0 1342 1355 2697 8 150,19 24.30 10.297 10.017 0.000 0.177 2.68 0.85 1.00 0.0 14,47 38.72 0.00 2230 0 1280 1476 2755 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2642 0 1621 1432 3052 Pa9c 9 Site Number: 412772 Code: ANSI.TIA-222-G Site Name: MINPACKER WI, WI Engineering Numbur: OAA739483_C3. 01 2018 2.24.314 FNI Cuslurner: Verizon Wireless Section Forces 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.85 1.00 0.0 19.09 53.93 0,00 3127 0 1670 1382 3052 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.53 0.00 3629 0 2005 1325 3330 4 70.19 20.71 22.027 15.025 0.000 0.134 2.83 0.85 1,00 0,0 26.89 76.19 0.00 4640 0 2145 1257 3403 3 50,19 19.29 24.751 15.025 0.000 0.125 2.86 0.85 1,00 0.0 29.29 83.90 0.00 4784 0 2201 1172 3373 2 30.19 17.34 31.825 15.025 0.000 0,131 2.84 0.85 1.00 0.0 35.45 100.75 0.00 5057 0 2375 1053 34213 1 10.09 14,98 38.538 15.166 0.000 0,134 2.83 0.85 1.00 0.0 41.34 117.08 0.00 5558 0 2386 918 3304 34311 0 29341 LoadCase 0.9D + 1.6W 120 deg 90 mph 120 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance. Factor (Iw) : too Section Elev. Q A. A- Ir.c A, c C. D, D, T, A,. EPA, EPA„ Wt. Ice Wt. F.,. F„ Force (ft) (psi) (cf) (5f) Isf) (in) (sI) (sl) (sl) (Ib) (Ib) (I b) (Ib) (I b) 10 185.30 25+40 5,039 3.392 0.000 0.178 2.67 1.00 1.00 0.0 6.98 18.64 0.00 560 0 644 372 1016 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0,00 2083 0 1499 1355 2854 8 150.19 24.30 10,297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2230 0 1416 1476 2892 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 1.00 1.00 0.0 20.75 56.48 0.00 2642 0 1811 1432 3243 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59,91 0.00 3127 0 1855 1382 3237 5 90.19 21.83 19.435 13.356 0.000 0,139 2.81 1.00 1.00 0.0 26.91 75.73 0.00 3629 0 2248 1325 3574 4 70,19 20.71 22.027 15.025 0.000 0.134 2.83 1.00 1.00 0.0 30.20 85.55 0.00 4640 0 2409 1257 3666 3 50.19 19.29 24,751 15.025 0.000 0.125 2,86 1.00 1.00 0.0 33.00 94.53 0.00 4784 0 2480 1172 3652 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 4022 114.32 0.00 5057 0 2695 1053 3748 1 10.09 14.98 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 5558 0 2719 918 3637 34311 0 31520 LoadCase 0.9D + 1.6W 180 deg 90 mph 180 dog with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Irnpodauce Factor (Iw) : 1.00 Section Flev. Q A, A Ire A, a C. D, D, T, A, EPA EPA Wt. Ice Wt F„ F- Force till IPsf) (cry (cry Is9 (in) (sf) (sfl (cry (Ih) (Ib) fib) (Ib) 11b) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.80 1e0 0.0 5.97 15.95 0.00 560 0 551 372 923 9 17020 24.95 12288 9.176 0.000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2083 0 1290 1355 2645 8 150,19 24.30 10.297 10.017 0.000 0.177 2.68 0.80 1.00 0.0 13.95 37.34 0.00 2230 0 1234 1476 2710 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.80 1.00 0.0 17,83 48.55 0.00 2642 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18,39 51.93 0.00 3127 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0,139 2.81 0.80 1.00 0.0 23,02 64.79 0.00 3629 0 1923 1325 3249 4 70,19 20.71 22.027 15.025 0.000 0.134 2.83 0.80 1.00 0.0 25.79 73.07 0.00 4640 0 2058 1257 3315 3 50,19 19.29 24.751 15.025 0.000 0,125 2.86 0.80 1.00 0.0 28.05 80.35 0.00 4784 0 2108 1172 3280 2 30.19 17.34 31.825 15,025 0.000 0.131 2.84 080 1.00 0.0 33.85 96.23 0.00 5057 0 2269 1053 3321 1 10.09 1498 38.538 15.166 0.000 0.134 2.83 0.80 1,00 0,0 39.42 111.62 0.00 5558 0 2274 9113 3193 34311 0 28614 LoadCase 0.90 + 1.6W 210 (leg 90 rnph 210 deg with No Ice (Reduced DI.) Gust Response Factor (Gh): 0.65 Wind Importance Factor (Iw) : 1,00 Section Elov. Q A. A, Ice A, C C, D, D T. A, tPA, LPA„ WL Ice Wt F„ F, Forro (it) (Psf) (cf) (5Q (sf) Onl Isry (sf) (sf) (Ib) (Ih) (Ib) (Ib) 11b) 10 185.30 25.40 5.039 3.392 0.000 0.178 2,67 0.85 1.00 0.0 6.22 16.62 0.00 560 0 574 372 946 9 170.20 24.95 12.288 9-176 0.000 0,227 2.51 0.85 1.00 0.0 15.76 39.56 0.00 2083 0 1342 1355 2697 Page 10 10 0 Sue Number: 412772 Code: ANSIII IA222 G e Site Name: MINPACKER WI, WI Engineering Number: OAA739483_C3_01 cle+2G 182.24:35 DM Customer: Veri7on Wvolcss Section Forces 8 150.19 24.30 10.297 10-017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2230 0 1280 1476 2755 7 130,19 23.58 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2642 0 1621 1432 3052 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0,85 1.00 0.0 19.09 53.93 0.00 3127 0 1670 1382 3052 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.53 0.00 3629 0 2005 1325 3330 4 70.19 20.71 22.027 15.025 0.000 0.134 2.83 0,85 1.00 0.0 26.89 76.19 0.00 4640 0 2145 1257 3403 3 50.19 19.29 24.751 15,025 0.000 0.125 2.86 0.85 100 0.0 29.29 83.90 0.00 4784 0 2201 1172 3373 2 30.19 17.34 31.825 15.025 0,000 0.131 2.84 0.85 1.00 0.0 35.45 100.75 0.00 5057 0 2375 1053 3428 1 10.09 14.98 38.538 15.166 0.000 0.134 2.83 0.85 1.00 0.0 41.34 117.08 0.00 5558 0 2386 918 3304 34311 0 29341 LoadCase 0.9D + 1.6W 240 deg 90 mph 240 deg with No Ice (Reduced DL) Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1,00 Section Elev. D A, A, Ice A, a C, D, D. T. A FPA, FPA„ Wt. Ice Wt. F,. F., Force (ft) (Psf) (sf) (sf) (s0 (1111 ISO Isf) IsQ (lb) (lb) (lb) (lb) (lb) 10 185.30 25.40 5.039 1392 0.000 0.178 2.67 1.00 1.00 0.0 6,98 18,64 0.00 560 0 644 372 1016 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2083 0 1499 1355 2854 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2230 0 1416 1476 2892 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 1.00 1.00 0.0 20.75 56.48 0.00 2642 0 1811 1432 3243 6 110.19 22.77 14.120 12.521 (1.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 3127 0 1855 1382 3237 5 90.19 21.83 19.435 13.356 0-000 0.139 2,81 1.00 1.00 0.0 26.91 75.73 0.00 3629 0 2248 1325 3574 4 70.19 2071 ,22.027 15.025 0-000 0.134 2.83 1,00 1.00 0.0 30.20 85.55 0.00 4640 0 2409 1257 3666 3 50.19 19,29 24 751 15.025 0.000 0.125 2.86 1,00 1.00 0.0 33.00 9453 0.00 4784 0 2480 1172 3652 2 30.19 17.34 31-825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40,22 114,32 0.00 5057 0 2695 1053 3748 1 10.09 14.98 38538 15-166 0.000 0.134 7 83 1.00 1.00 0.0 41.12 133.45 0.00 5558 0 2719 918 3637 34311 0 31520 LoadCase 0.9D + 1.6W 300 deg 90 mph 300 deg with No Ice (Reduced DL) Gust Response Factor (Ghl: 0,85 Wind Importance Farlor (1w) : 1.00 Section Elev. A, A, Ice A, a C. D. D, T , A,. IPk I.PA,.. Wt Ice Wt F-„ I , Force (ft) (Psf) (sf) (sf) (sf) (in) (sf) (sfl (sll (lb) (lb) (lb) (lb) (lb) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.80 1.00 0.0 5.97 15.95 0,00 560 0 551 372 923 9 170.20 24.95 12.288 9.176 OA00 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0,00 2083 0 1290 1355 2645 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 0.80 1.00 0.0 13.95 37.34 0,00 2230 0 1234 1476 2710 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.80 1.00 0.0 17.83 48.55 0,00 2642 0 1557 1432 2989 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18,39 51.93 0.00 3127 0 1608 1382 2991 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.02 64.79 0.00 3629 0 1923 1325 3249 4 70.19 20.71 21027 15-025 0.000 0.134 2.83 0.80 1.00 0.0 25.79 73.07 0.00 4640 0 2058 1257 3315 3 50.19 19.29 24351 15.025 0.000 0.125 2.86 0.80 1.00 0.0 28.05 80.35 0.00 4784 0 2108 1172 3280 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 0.80 1.00 0.0 33.85 96.23 0.00 5057 0 2269 1053 3321 1 10.09 14.98 38538 15.166 0.000 0.134 2.83 0.80 1.00 0.0 39.42 111.62 0.00 5558 0 2274 918 3193 34311 0 28614 LoadCase 0.9D + 1.6W 330 deg 90 mph 330 deg with No Ice (Reduced DL) Gust Response Factor (G h): 0.85 Wind Importance Factor (Iw): 1.00 Section Elev. D, A, A, Ice A, a C. D. D, T, A,. FPA, EPq Wt. Ice Wt I„ F, Force (ft) (psi) (st) (sf) (st) 0111 ($1) (s0 (st) (I U) (I U) (IbI (I b) (lb) Page 11 Site Number: 412772 Code: ANSI-TIA-222-G Site Name: MINPACKF.R WI. WI Engineering Number: OAA739483_C3_01 S:7^ "018 2.24.35 F Customer: Vorimn Wireless Section Forces 10 185.30 25.40 5.039 3.392 0.000 0.178 2,67 0.85 1.00 0.0 6.22 16.62 0.00 560 0 574 372 946 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 15.76 39.56 0.00 2083 0 1342 1355 2697 8 150.19 24.30 10.297 10,017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2230 0 1280 1476 2755 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2642 0 1621 1432 3052 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.85 1.00 0,0 19.09 53.93 0.00 3127 0 1670 1382 3052 5 90.19 21.83 19,435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.53 0.00 3629 0 2005 1325 3330 4 70.19 20.71 22.027 15,025 0.000 0.134 2.83 0.85 1.00 0.0 26.89 76.19 0.00 4640 0 2145 1257 3403 3 50.19 19.29 24.751 15.025 0.000 0.125 2.86 0.85 1.00 0.0 29.29 83.90 0.00 47114 0 2201 1172 3373 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 0.85 1.00 0.0 35.45 100.75 0.00 5057 0 2375 1053 3428 1 10.09 14.98 38.538 15.166 0.000 0.134 2.83 0.85 1.00 0.0 41.34 117.08 0.00 5558 0 2386 918 3304 34311 0 29341 LoadCase 1.213 + 1.ODi + 1.OWi Normal 50 Mph Normal with 0.75 in Radial Ice Gust Response Factor (Ghl: 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section F.lev. O, A. A, Ice A. a C, D. D, T, A. LPA. EPA, Wt. Ice Wt. F„ F, Force (R) (Psi) (sf) (sl) let) (in) (stj (sf) (sf) (lb) (Ib) (lb) (Ibl Ilb) 10 185.30 7.A4 5.039 18.848 15.45 0.473 1.94 1.00 1.00 1.8 17.68 34.26 15.46 2455 1708 228 182 410 9 170,20 7.70 12.288 38.158 28.98 0.502 1.90 1.00 1.00 1.8 38.46 72.99 28.98 7795 5017 47R 635 1113 6 150.19 7.50 10.297 40.305 30.28 0.419 2,03 1.00 too 1.7 36.28 73.57 30.29 7968 4994 469 802 1271 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 1.00 1.00 1.7 41.21 88.78 32.18 8925 5402 549 843 1392 6 110.19 7.03 14.120 43.470 30.94 0.285 2.34 1.00 1.00 1.7 39.96 93.35 30.95 9444 5275 558 881 1438 5 90.19 6.74 19.435 46.487 33.13 0.272 2.37 1.00 1.00 1.7 46.90 111.27 33.13 10570 5731 637 846 1484 4 70.19 6.39 22.027 50.187 35.16 0.255 2.42 1e0 1.00 1.6 51.45 124.61 35.16 12091 5904 677 806 1483 3 50.19 5.95 24.751 51,867 36.84 0.237 2.48 1.00 1.00 1.6 54.94 136.02 36.84 12327 5948 688 750 1439 2 30.19 5.35 31.825 44.933 29.90 0.212 2.56 1.00 1.00 1.5 57.73 147.64 29.91 12960 6217 671 672 1343 1 10.09 4.62 3R.538 43.660 28.49 0.203 2.59 1.00 1,00 1.3 63.64 164.67 28.49 13392 5981 647 554 1201 97926 52178 12572 LoadCase 1.2D + 1.013i + 1.OWi 60 cieq 50 mph 60 deb with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor :1 00 Wind Importance Factor (1w) : 1.00 Section Elov. O, A. A, Ice A. a C, D. D, T„ A. EPA EPA. Wt. Ice Wt. F.., F, force (fl I (Psi) NO (sl) (sf) Pn) (stl (st) (sf) pb) IIb) (lb) (lb) IIb) 10 185.30 7.84 5.039 18.848 15.45 0.473 1.94 0.80 1.00 1.8 16.67 32.31 15.46 2455 1708 215 182 397 9 170.20 7.70 12.288 38.158 28.98 0.501 1.90 0.80 1.00 1.8 36.00 68.33 211.911 7795 5017 447 635 1082 8 150,19 7.50 10.297 40.305 30.28 0.419 2.03 0.80 1.00 1.7 3422 69.39 30.29 7968 4994 442 802 1244 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 0.80 1.00 1.7 38.29 82.50 32.18 8925 5402 510 843 1353 6 110.19 7.03 14.120 43,470 30.94 0.285 2.34 0.80 1.00 1.7 37.14 86.75 30.95 9444 5275 518 881 1399 5 90.19 6.74 19.435 46.487 33.13 0.272 2.37 0.80 1.00 1.7 43.01 102.05 33.13 10570 5731 584 846 1431 4 70.19 6.39 22.027 50.187 35.16 0.255 2.42 0.80 1.00 1.6 47.05 113.94 35.16 12091 5904 619 806 1425 3 50.19 5.95 24.751 51,867 36.84 0.237 2.48 0.80 1.00 1.6 49.99 12176 36.84 12327 5948 626 750 1377 2 30.19 5.35 31.825 44.933 2990 0.212 2.56 0.80 1.00 1.5 51,37 131.36 29.91 12960 6217 597 672 1269 1 10.09 4.62 38.538 43+660 28.49 0.203 2.59 0.80 1.00 1.3 55.93 144.73 28.49 13392 5981 569 554 1123 97926 52178 12099 Pays 12 Site Number: 412772 Code: ANSIlf IA-222-G -I' Site Nitric: MINPACKER WI. WI Engineering Number. OAA739483_C3_01 ~ INpC IU 214.x5 -'M Customer. Verivon Wirclcas Section Forces LoadCase 1.2D + 1.ODi + 1.OWi 90 deg 50 mph 90 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 9.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section Elev. Q A, A. Ice A, a C. D, D. T, A,: EPA, EPA„ Wt, Ice Wt. f F, Force lit) Irish Isf) (sf) Isf) (in) Sf) ($it (Sg Fit) (Ih) (lb) (lb) jib) 10 185.30 7.84 5.039 18.848 15.45 0.473 1.94 0.86 1.00 1.8 16.93 32.80 15.45 2455 1708 219 182 400 9 170.20 7.70 12.288 38,158 28.98 0.502 1.90 O.RS 1.00 1.8 36,61 69.49 28,90 7795 5017 455 635 1090 8 150.19 7.50 10.297 40,305 30.28 0.419 2.03 O.RS 1.00 1.7 34,73 70.44 30.29 7968 4994 449 802 1251 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 0.85 1.00 1.7 39.02 84.07 32.18 8925 5402 520 843 1363 6 110.19 7.03 14.120 43.470 30.94 0.285 2.34 0,85 1.00 1.7 37.84 88.40 30.95 9444 5275 528 881 1409 5 90.19 6.74 19,435 46,487 33.13 0.272 2.37 0.85 1.00 1.7 43,98 104,35 33.13 10570 5731 598 846 1444 4 70.19 6.39 22,027 50.187 35.16 0.255 2.42 0.85 1.00 1.6 48.15 116.60 35.16 12091 5904 633 806 1439 3 50.19 5.95 24.751 51.867 36.84 0.237 2.4R 0.85 1,00 1.6 51.23 126.83 36.84 12327 5948 642 750 1392 2 30.19 5.35 31,825 44.933 29.90 0.212 2.56 0.85 1.00 1.5 52.96 135.43 29.91 12960 6217 616 672 1288 1 10.09 4.62 38.538 43.660 28.49 0.203 2.59 0.85 1.00 1.3 57.86 149.71 28.49 13392 5981 588 554 1142 97926 52178 12217 LoadCase 1.2D+ 1.ODi + 1.OWi 120 deg 50 mph 120 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 9.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section Elev. D A. A, Ice A e C. D, D, T„ A.. EPA, EPA, wt lee Wt. F,,, F, Force (1f) (Psi) (sf) (sf1 (sf) pn) (31) (s1) (s0 Ilb) Ilb) (lb) pb) (w) 10 185.30 7.84 5.039 18.848 15.45 0.473 1.94 1.00 1,00 1.8 17.68 34.26 15.46 2455 1708 228 182 410 9 170.20 7.70 12.288 38.158 28.98 0.502 1.90 1.00 1,00 1.8 38.46 72.99 28.98 7795 5017 478 635 1113 8 150.19 7,50 10.297 40.305 30.28 0.419 2.03 1.00 1,00 1.7 36.28 73.57 30.29 7968 4994 469 802 1271 7 130.19 7,28 14.574 43.036 32.18 0.357 2.15 1.00 1.00 1.7 41.21 88.78 32.18 8925 5402 549 843 1392 6 110.19 7.03 14,120 43.470 30.94 0.285 2.34 1.00 1.00 1.7 39.96 93,35 30.95 9444 5275 558 881 1438 5 90.19 6.74 19.435 46.487 33.13 0,272 2.37 1.00 1.00 1.7 4690 111.27 33.13 10570 5731 637 846 1484 4 70.19 6.39 22,027 50.187 35.16 0.255 2.42 1e0 1.00 1.6 51.45 124.61 35.16 12091 5904 677 806 1483 3 50.19 5.95 24.751 51.867 36.84 0.237 2.48 1.00 1.00 1.6 54.94 136.02 36.04 12327 5948 688 750 1439 2 30.19 5.35 31.825 44.933 29.90 0.212 2.56 1.00 1.00 1.5 57.73 147.64 29.91 12960 6217 671 672 1343 1 10.09 4.62 38.538 43.660 28 49 0.203 2.59 1.00 1.00 1.3 63.64 164.67 28.49 13392 5981 647 554 1201 97926 52178 12572 LoadCase 1.213 + 1.ODi + 1.OWi 180 deg 50 mph 180 deg with 0.75 in Radial Ice. Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 9.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section Elev. D A. A, Ice A. c C, D, D. T, A, FPA, FPA„ Wt. Ice Wt F„ F. Force (ft) (PSI) W) (St) (Sit (in) Isf) (Sf) (5f) lib) (I b) (Ib) lib) (lb) 10 185.30 7.84 5.039 18,848 15.45 0,473 1.94 0.80 1.00 1.11 16,67 32,31 15.46 2455 1708 215 182 397 9 170.20 7.70 12,288 38.158 28.98 0.502 1.90 0.80 1.00 1.8 36.00 68.33 28.98 7795 5017 447 635 1082 8 150.19 7.50 10,297 40.305 30.28 0,419 2.03 0.80 1.00 1.7 34.22 69,39 30.29 7968 4994 442 802 1244 7 130.19 7.28 14.574 43.036 32.18 0,357 2.15 0.80 1.00 1.7 38.29 82.50 32.18 R925 5402 510 843 1353 6 110.19 7.03 14.120 43.470 30.94 0,285 2.34 0.80 1.00 1.7 37.14 86.75 30.95 9444 5275 518 RRi 1399 5 90.19 6.74 19.435 46.487 33.13 0.272 2.37 0.80 1.00 1.7 43.01 102.05 33.13 10570 5731 584 846 1431 4 70.19 6.39 22.027 50.187 35.16 0255 2.42 0.80 1.00 1.6 47eS 11394 35.16 12091 5904 619 806 1425 3 50.19 5.95 24.751 51.867 36.84 0.237 2,48 0.80 1.00 1.6 49.99 12376 36.84 12327 5948 626 750 1377 2 30.19 5.35 31.825 44.933 29.90 0.212 2.56 0.80 1.00 1.5 51.37 131.36 29.91 12960 6217 597 672 1269 1 10,09 4.62 38538 43.660 28,49 0.203 2.59 0.80 1.00 1.3 55.93 144.73 28.49 13392 5981 569 554 1123 Page 13 Site Number: 412772 Code: ANSIITIA-222-G ^v4 C F LL, Site Name: MINPACKER WI• WI Engineering Number: OAA739483_C3 01 9.7i!~If.19 7?435 PM Customer: Vernon Waclcss Section Forces 97926 52178 12099 LoadCase 1.2D + 1.ODi + 1.OWi 210 deg 50 mph 210 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 7.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section Elev. Q A, A, Ice A, a C, D. D, T,. A EPA, EPA, Wt. Ice Wt. F„ F, Force 1111 (Psi) (s0 (sfl (sfI [in) (sf) Isf) (sf) lib) Pb) (Ib) (Ib) (Ib) 10 185.30 7.84 5.039 18.848 15.45 0,473 L94 0.85 1,00 1.13 16.93 32.80 15.46 2455 1708 219 182 40o 9 170.20 7.70 12.288 38158 28.98 0.502 1.90 0.85 1,00 1.8 36.61 69.49 28.98 7795 5017 455 635 1090 8 150.19 7.50 10.297 40.305 30.28 0.419 2.03 0.85 1.00 1.7 34.73 70.44 30.29 7968 4994 449 802 1251 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 0.85 1.00 1.7 39.02 84.07 32.18 8925 5402 520 843 1363 6 110.19 7.03 14.120 43.470 30.94 0.285 2.34 0.85 1.00 1.7 37.84 88.40 30.95 9444 5275 528 881 1409 5 90,19 6.74 19.435 46.487 33.13 0,272 2.37 0.85 1.00 1.7 43.98 104.35 33.13 10570 5731 598 846 1444 4 70.19 6.39 22.027 50.187 35.16 0.255 2.42 0.85 1.00 1.6 48.15 116.60 35.16 12091 5904 633 806 1439 3 50.19 5.95 24.751 51.867 36.84 0.237 2.48 0.85 1.00 1.6 51.23 126.83 36.84 12327 5948 642 750 1392 2 30.19 5.35 31.825 44.933 29.90 0.212 2,56 0.85 1.00 1.5 52.96 135.43 29.91 12960 6217 616 672 1288 1 10.09 4.62 38.538 43.660 28.49 0.203 2.59 0.85 1.00 1.3 57.86 149.71 28.49 13392 5981 588 554 1142 97926 52178 12217 LoadCase 1.20 + 1.013i + 1.OWi 240 deg 50 nlph 240 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 7.00 Ice Importance Factor :1.00 Wind Importance Factor (1w): 1.00 Section Elev. Q, A, A. Ice A, a C, D, D, T„ A,. EPA- EPA, Wt. Ire Wt. F, F, Force (ft) IPsfl Isf) Isf) Isf) (in) (MI (su (sil (Ib) (Ib) (lb) (lb) (lb) 10 185.30 7.84 5.039 18.848 15.45 0.473 194 1.00 1.00 1,8 17.68 34.26 15.46 2455 1708 228 182 410 9 170.20 7.70 12288 38.158 28,98 0.502 1.90 1.00 1.00 1.8 38.46 72.99 28.98 7795 5017 478 635 1113 8 150.19 7.50 10297 40.305 30211 0.419 2.03 1.00 1.00 1.7 3628 73.57 30.29 7968 4994 469 802 1271 7 130.19 7.28 14.574 43.036 32,18 0.357 2.15 1.00 1.00 1.7 41.21 88.78 32.18 8925 5402 549 843 1392 6 110.19 7.03 14.120 43.470 30.94 0.285 2.34 1.00 1.00 17 39.96 93.35 30.95 9444 5275 SSR 881 1438 5 90.19 6.74 19.435 46.4117 33,13 0.272 2.37 1.00 1.00 1.7 46.90 111.27 33.13 10570 5731 637 846 1484 4 70.19 6.39 22.027 50.187 35.16 0.255 2.42 1.00 1.00 1.6 51.45 124.61 35.16 12091 5904 677 BOG 1483 3 50.19 5.95 24.751 51.867 36,84 0.237 2.48 1.00 1.00 1.6 54.94 136.02 36.84 12327 5948 688 750 1439 2 30.19 5.35 31.825 44.933 29.90 0.212 2.56 1.00 1.00 1.5 57.73 147.64 29.91 12960 6217 671 672 1343 1 10.09 4.62 38.538 43.660 28.49 0203 2.59 1.00 1.00 1.3 63.64 164.67 28.49 13392 5981 647 554 1201 97926 5217B 12572 LoadCase 1.2D + 1.ODi + 1.0Wi 300 deci 50 mph 300 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 7.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1,00 Section l.Iev. U A. A, Ire A, a C, O, D, T„ A, FPA, FPA„ Wt. Ice Wt. I'•, I, Force Jul I"-ti (sfI lstl (51 (1111 Ist) Isf) Isf) (lb) (lb) (I h) jib) (I b) 10 185.30 7.84 5.039 18.1148 15,45 0.473 1.94 0.80 1.00 1.8 16.67 32.31 15.46 2455 1708 215 182 397 9 170.20 7.70 12.2RR 38.158 28.98 0.502 1.90 0.80 1.00 1.8 36.00 G8.33 2818 7795 6017 447 635 1082 8 160.19 7.50 10.291 40.305 30.28 0.419 2.03 0.80 1.00 1J 34.22 69,39 30.29 7968 4994 442 802 1244 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 0.80 1.00 1.7 38.29 82.50 32.18 8925 5402 510 843 1353 6 110.19 7.03 14.120 43.470 30,94 0.285 2.34 e80 1.00 1.7 37.14 86.75 30.95 9444 5275 518 881 1399 5 90.19 6.74 19.435 46.487 33.13 0.272 2.37 0.80 1.00 1.7 43.01 102.05 33.13 10570 5731 584 846 1431 4 70.19 6.39 22.027 50.187 35.16 0.255 2,42 0.80 1.00 1.6 47.05 113.94 35.16 12091 5904 619 806 1425 3 $0,19 5.95 24.751 51.867 36.84 0.237 2.48 0.80 1.00 1.6 49.99 123.76 36.84 12327 59413 626 750 1377 Page 14 Site Number: 412772 Code: ANSI;I IA 222.13 . •v '::,r••.\,v,..r Site Name: MINPACKLR WI. WI Engineering Number. OAA739483_ C3 01 5:1R 2018 2*24 15 PM Customer. Verizon Wireless Section Forces 2 30.19 5.35 31.825 44.933 2990 0.212 2.56 0,80 1.00 1.5 51.37 131.36 29.91 12960 6217 597 672 1269 1 10.09 4.62 38.538 43.660 28.49 0.203 2.59 0.80 1.00 1.3 55.93 144.73 28.49 13392 5981 569 554 1123 91926 52178 12099 LoadCase 1.2D+ 1.ODi + 1.OWi 330 dog 50 mph 330 deg with 0.75 in Radial Ice Gust Response Factor (Gh): 0.85 Ice Dead Load Factor 1.00 Ice Importance Factor :1.00 Wind Importance Factor (Iw) : 1.00 Section Llev. U A, A, Ice A, a C. D. D. T„ A, FPA, FPA, Wt. Ice Wt. F„ F, Force (h) (Psf) (sf) (sf) ($i) (in) Is1) 151) Isq (I U) (lb) (lb) pb) (lb) 10 185.30 7.84 5.039 18,848 15.45 0.473 1.94 0.85 1.00 1.8 16.93 32.80 15.46 2455 1708 219 182 400 9 170.20 7.70 12.288 38.158 28.98 0.502 1.90 0.85 1.00 1.8 36.61 69.49 28.98 7795 5017 455 635 1090 8 150.19 7.50 10.297 40.305 30.28 0.419 2.03 0.85 1.00 1.7 34.73 70.44 30.29 7968 4994 449 802 1251 7 130.19 7.28 14.574 43.036 32.18 0.357 2.15 0.85 1.00 1.7 39.02 84,07 32.18 8925 5402 520 843 13133 6 110.19 7.03 14.120 43.470 30.94 0.285 2.34 0.85 1.00 1.7 37.84 88.40 30.95 9444 5275 528 881 1409 5 90.19 6.74 19435 46-487 33.13 0.272 2.37 0.85 1.00 1.7 43.98 104.35 33.13 10570 5731 598 846 1444 4 70.19 6.39 22-027 50.187 35.16 0.255 2.42 0.85 1.00 1.6 48.15 116.60 35.16 12091 5904 633 806 1439 3 50.19 5.95 24.751 51.867 36.84 0.237 2.48 0.85 1.00 1.6 51.23 126.83 36.84 12327 5948 642 750 1392 2 30.19 5.35 31,825 44.933 29.90 0212 2.56 0.85 1.00 1,5 52.96 135.43 29.91 12960 6217 616 672 1288 1 10.09 4.62 38.538 43.660 28.49 0.203 2.59 O.RS 1.00 1.3 57.86 149.71 28.49 13392 5981 588 554 1142 97926 52178 12217 LoadCase 1.OD + 1.OW Service Normal Serviceability - 60 mph Wind Normal Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. U A, A Ire A, c C. D. D, T. A,. FPA. FPA, Wt. Ice Wt. F„ F, Force Ify (pst) WE (st) Isf) (in) (sf) (SO (si) (n)) Obl (lb) (n)) jib) 10 185.30 11,29 5.039 3.392 0.000 0.178 2.67 1,00 1.00 0.0 6.98 18.64 0.00 622 0 179 103 272 9 170.20 11.09 12288 9, 17G 0.000 0227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2315 0 416 376 793 8 150.19 10.80 10.297 10.017 0.000 0-177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2478 0 393 410 803 7 130.19 10.48 14.574 10.851 0,000 0.164 2.72 1.00 1.00 0.0 2075 ,56.48 0100 2936 0 503 398 901 6 110.19 10.12 14.120 12,521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 3475 0 515 384 899 5 90.19 9,70 19.435 13.356 0.000 0.139 2.81 1,00 1.00 0.0 27.00 75.98 0.00 4032 0 627 368 995 4 70.19 9.20 22.027 15,025 0.000 0.134 2.83 1.00 1.00 0.0 30.53 86.50 0.00 5155 0 677 349 1026 3 50.19 8.57 24.751 15.025 0.000 0.126 2.86 1.00 1.00 0.0 33.25 95.24 0.00 5315 0 694 325 1020 2 30.19 7.70 31.825 15,025 0.000 0.131 2.84 1.00 1.00 0.0 40.33 114.63 0.00 5619 0 751 292 1043 1 10.09 6.66 38.538 15,166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 6176 0 755 255 1010 38123 0 8772 LoadCase 1.OD + 1.OW Service 60 deg Serviceability - 60 mph Wind 60 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. Q. A, A, Ice A, c Cr D. D, T„ A, LPA, LPA,. Wt. Ice Wt. F„ F-, Force Ift) (psi) MI (sll (st) I'll) (si) (si) (si) Ilbi IIb) (Ibl (Ib) (Ibl 10 1115.30 11.29 5,039 3.392 0.000 0-178 2.67 O.RO 1.00 0.0 5.97 15.95 0.00 622 0 153 103 256 9 17020 11.09 12188 9.176 0.000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2315 0 358 376 735 8 150,19 10.80 10.297 10.017 0.000 0.177 2.68 0,80 1.00 0.0 13.95 37.34 0.00 2478 0 343 410 753 7 130.19 10.48 14.574 10.851 0.000 0164 2.72 0.80 1.00 0.0 17.83 48.55 0.00 2936 0 432 398 830 Page 15 Site Number: 412772 Code: ANSVTIA-227.1; - - Site Name: MINPACKER WI, WI Engineering Number: OAA739483_C3_01 24.55 PF: Customer. Verizon Wireless Section Forces 6 110.19 10.12 14,120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18.39 51.93 0.00 3475 0 447 384 831 5 90.19 9.70 19,435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.11 65.04 0.00 4032 0 536 368 905 4 70.19 9.20 22.027 15.025 0.000 0.134 2.83 0.80 1.00 0.0 26.13 74.02 0.00 5155 0 579 349 928 3 50.19 8.57 24.751 15.025 0.000 0.125 2.86 O.RO 1.00 0.0 28.30 81.06 0.00 $315 0 591 325 916 2 30.19 7.70 31.825 15.025 0.000 0.131 2.84 0.80 1.00 0.0 33.96 96.54 0,00 5619 0 632 292 925 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 0.80 1.00 0.0 39.42 111.62 0,00 6176 0 632 255 887 38123 0 7965 LoadCase 1.OD + 1.OW Service 90 deg Serviceability - 60 mph Wind 90 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 100 Section Etev. 0, A, A, Ice A, c C. n, 0. T;, A, EPA, EPA„ Wt. Ice Wt. F.,, F, Force (tt) (Ps) (SO (s0 (s1) (in) Isf) (sf) (st) Jib) lib) (lb) fib) (lb) 10 185.30 11.29 5.039 3.392 0,000 0,178 2.67 0.85 1,00 0.0 6.22 16.62 0.00 622 0 160 103 263 9 170.20 11.09 12.288 9.176 0.000 0.227 2.51 0,85 1,00 0.0 15.76 39.56 0.00 2315 0 373 376 749 8 150.19 10.80 10.297 10.017 0.000 0.177 2.68 0.85 1.00 0,0 14,47 38.72 0.00 2478 0 355 410 765 7 130.19 10.48 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2936 0 450 398 848 6 110.19 10.12 14.120 12.521 0.000 0.136 2.82 0.85 1.00 0.0 19.09 53.93 0.00 3475 0 464 384 848 5 90.19 9.70 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.09 67.78 0.00 4032 0 559 368 927 4 7019 9.20 22.027 15.025 0.000 0.134 2.83 0.85 1.00 0.0 27.23 77.14 0.00 5155 0 603 349 953 3 50.19 8.57 24.751 15.025 0.000 0.125 2.86 0.85 1.00 0.0 29.53 84.60 0.00 5315 0 617 325 942 2 30.19 7.70 31.625 15.025 0.000 0.131 2.84 0,85 1,00 0.0 35.55 101.06 0.00 5619 0 662 292 954 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 0.85 1.00 0,0 41.34 117.08 0.00 6176 0 663 255 918 38123 0 8167 LoadCase 1.00 + 1.OW Service 120 deg Serviceability - 60 mph Wind 120 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. O A, A, Icc A, c C. D. D, T,; A, FPA EPA; Wt- Ice Wt F„ F, Force (N) (Psf) (sf) (sf) (Sh (in) (SI) Ist) (sf) fib) (lb) (IbI (In) (Ib) 10 185.30 11.29 5.039 3.392 0.000 0.178 2.67 1.00 1.00 0.0 6.98 18.64 0.00 622 0 179 103 282 9 170.20 11.09 12.288 9.176 0.000 0.227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2315 0 416 376 793 8 150.19 10.80 10,297 10.017 0.000 0.177 2.68 1.00 1.00 0.0 16.01 42.85 0.00 2478 0 393 410 803 7 130.19 10.48 14.574 10.R51 0.000 0.164 2.72 1.00 1.00 0.0 2075 56.48 0.00 2936 0 503 398 901 6 110.19 10.12 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 3475 0 515 384 899 5 90.19 9.70 19.435 13,356 0,000 0.139 2.81 1.00 1.00 0.0 27.00 75.98 0.00 4032 0 627 368 995 4 70.19 9.20 22.027 15.025 0,000 0.134 2.83 1.00 1.00 0.0 30.53 86.50 0.00 5155 0 677 349 1026 3 50.19 8.57 24151 15.025 0.000 0125 2.86 1.00 1.00 0.0 33.25 95.24 0.00 5315 0 694 325 1020 2 30.19 7.70 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40.33 114,63 0.00 5619 0 751 292 1043 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133,45 0100 6176 0 755 255 1010 38123 0 8772 LoadCase 1.00 + 1.OW Service 180 deg Serviceability - 60 rnph Wind 180 deg Gust Response Factor (Gh): 6.85 Wind Importance Factor (Iw) : 1.00 Section Llcv. O, A, A Inc. A, a C, 0. D, T„ A,. EPA EPA„ WL Ice wt. F„ F, Force (ft; (PSI) Ist) (sf) Isf) (in) (sf) (sf) (sfi (lb) (lb) (lb) (IbI jib) 10 185.30 11.79 5.039 3.392 0.000 0.178 2.67 0.80 1.00 0.0 5.97 15.95 0.00 622 0 153 103 256 9 170.20 11.09 12.288 9.176 0.000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2315 0 358 376 735 Pagu 16 • 0 Site Number: 412772 Code: ANSIftIA-222-G 21 i sL. Site Name: MINPACKER WI, WI Engineering Nunlbor: OAA739483 C3_01 IF 2.1 1~ °M Cuslonlor. Verizon Wireless Section Forces R 150.19 10.80 10.297 10.017 0.000 0.177 2.68 0.80 1.00 0.0 13.95 37.34 0.00 2478 0 343 410 753 7 130.19 10.48 14.574 10.851 0.000 0.164 2,72 0.80 1.00 0.0 17.83 48.55 0.00 2936 0 432 398 830 6 110.19 10.12 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18.39 51.93 0.00 3475 0 447 384 831 5 90.19 9.70 19.435 13.356 0.000 0.139 2.81 0.80 1.00 0.0 23.11 65.04 0.00 4032 0 536 368 905 4 70.19 9.20 22.027 15.025 0.000 0.134 2,83 0.80 1.00 0.0 26.13 74.02 0.00 5155 0 579 349 928 3 50.19 8.57 24.751 15.025 0.000 0.125 2.86 0.80 1.00 0.0 28.30 81.06 0.00 5315 0 591 325 916 2 30.19 7.70 31,825 15.025 0.000 0.131 2.84 0.80 1.00 0.0 33.96 96.54 0.00 5619 0 632 292 925 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 0.80 1.00 0.0 39.42 111.62 0.00 6176 0 632 255 887 38123 0 7965 LoadCase 1.OD + 1.OW Service 210 deg Serviceability - 60 mph Wind 210 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. O A, A Ice A, a C. D. D, T„ A, FPA, EPA Wt. Ice Wt. I F, Force (fl) IPSO Isf) (sf) (sf) (in) (sf) (st) (sit (lb) (lb) (lb) IIb) (lb) 10 185.30 11.29 5.039 3.392 0.000 0,178 2.67 0.85 1.00 0.0 6.22 16.62 0.00 622 0 160 103 263 9 170.20 11.09 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 15.76 39.56 0.00 2315 0 373 376 749 8 150.19 10.80 10.297 10.017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2478 0 355 410 765 7 130.19 10.48 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2936 0 450 398 848 6 110.19 10.12 14.120 12.521 0,000 0.136 2.82 0.85 1.00 0.0 1909 .53.93 0.00 3475 0 464 384 848 5 90.19 9.70 19.435 13,356 0.000 0.139 2.81 0.85 1,00 0.0 24.09 67.78 0.00 4032 0 559 368 927 4 70.19 9.20 22,027 15.025 0.000 0.134 2.83 0.85 1.00 0.0 27.23 77.14 0.00 5155 0 603 349 953 3 50.19 8.57 24.751 15.025 0.000 0.125 2.86 0.85 1.00 0.0 29.53 84.60 0.00 5315 0 617 325 942 2 30.19 7.70 31.825 15.025 0.000 0.131 2.84 0.85 1.00 0.0 35.55 101.06 0.00 5619 0 662 292 954 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 0.85 1.00 0.0 41.34 117.08 0.00 6176 0 663 255 918 38123 0 8167 LoadCase_ 1.OD + 1.OW Service 240 deg Serviceability - 60 mph Wind 240 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. O A, A, Ice A, a C, D. D. I „ A,. EPA, LPA,; Wt. Ice Wl. F.. I Force (ft) (Psi) (si) (si) (sit (ml (SO Isf) (sf) (lb) (tb) (Ih) (lb) (Ib) 10 185,30 11.29 5.039 3,392 0.000 0.118 2.67 1.00 1.00 0.0 6.98 16.64 0.00 622 0 179 103 282 9 170.20 11.09 12.288 9.176 0.000 0227 2.51 1.00 1.00 0.0 17.61 44.18 0.00 2315 0 416 376 793 8 150.19 10,80 10.297 10.017 0.000 0.177 268 1.00 1.00 0.0 16,01 42.85 0.00 2478 0 393 410 803 7 130.19 10.48 14.574 10-851 0.000 0.164 2.72 1.00 1.00 0.0 20.75 56.48 0.00 2936 0 503 398 901 6 110.19 10.12 14.120 12.521 0.000 0.136 2.82 1.00 1.00 0.0 21.21 59.91 0.00 3475 0 515 384 899 5 90.19 9.70 19.435 13.356 0-000 0.139 2.81 1.00 1.00 0.0 27.00 75.98 0.00 4032 0 627 368 995 4 70.19 9.20 22.027 15.025 0.000 0,134 2.83 1.00 1.00 0.0 30.53 86.50 0.00 5155 0 677 349 1026 3 50.19 8.57 24.751 15.025 0.000 0.125 2.86 1.00 1.00 0.0 33.25 95.24 0.00 5315 0 694 325 1020 2 30.19 7.70 31.825 15.025 0.000 0.131 2.84 1.00 1.00 0.0 40.33 114.63 0.00 5619 0 751 292 1043 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 1.00 1.00 0.0 47.12 133.45 0.00 6176 0 755 255 1010 38123 0 8772 LoadCase 1-0D + 1.OW Service 300 do( Serviceability - 60 mph Wind 300 deg Gust Response Factor (Gh): 0.85 Wind Importance Factor (Iw) : 1.00 Section Elev. O A. A, Ice A, c C, D, D. T„ A„ EPA, LPA, Wt. Ice Wl. F,. F, Iorce Ift) (ps0 WI (sf) (sh (in) (sf) (sf) Isf) (lb) (lb) (Ib) (lb) (lb) Page 17 Site Number: 412772 Code: ANSGTIA 222-G a ' "0" Site Name: MINPACKER WI. WI Fngineering Number: OAA739483 C3 01 5!1 Gi2J1h 2.24 5`. PV. Customer: Vnwon Wireless Section Forces 10 185.30 11.29 5.039 3.392 0.000 0.178 2.67 0.80 1.00 0.0 5.97 15.95 0.00 622 0 153 103 256 9 170.20 11.09 12.288 9.176 0.000 0.227 2.51 0.80 1.00 0.0 15.15 38.01 0.00 2315 0 358 376 735 8 150.19 10.80 10.297 10.017 0.000 0.177 2,68 O.RO 1.00 0.0 13.95 37.34 0.00 2478 0 343 410 753 7 130.19 10.48 14.574 10.851 0.000 0,164 2,72 0.80 1.00 0.0 17.83 48,55 0.00 2936 0 432 398 830 6 110.19 10.12 14.120 12.521 0.000 0.136 2.82 0.80 1.00 0.0 18.39 51,93 0.00 3475 0 447 384 831 5 90.19 9.70 19.435 13.356 0.000 0,139 2.81 0.80 1.00 0.0 23.11 65,04 0.00 4032 0 536 368 905 4 70.19 9,20 22.027 15.025 0.000 0.134 2.83 0.80 1.00 0.0 26.13 74.02 0.00 5155 0 579 349 928 3 50,19 R.57 24.751 15.025 0.000 0.125 2.86 0.80 1.00 0.0 28.30 81.06 0.00 5315 0 591 325 916 2 30,19 7.70 31.825 15.025 0.000 0.131 2.84 0.80 1,00 0.0 33.96 96.54 000 5619 0 632 292 925 1 10.09 6.66 38.538 15.166 0.000 0.134 2.83 0.80 1,00 0.0 39.42 111.62 0.00 6176 0 632 255 887 38123 0 7965 LoadCase 1.10D + 1.OW Service 330 deg Serviceability - 60 mph Wind 330 deg Gust Response Factor (Gh): 0.85 Wind Importance. Factor (1w) : 1,00 Section Elev. O A. A. Ice A. a C. D, D, T„ A,. EPA. LPA, Wt Ice WL F:, F. Force (it) (Psf) (sr) (sfl (sf) (in) (sf) (sf) (sQ (Ih) (lb) (lb) (Ib) (lb) 10 185.30 25.40 5.039 3.392 0.000 0.178 2.67 0.85 1.00 0.0 6.22 16.62 0.00 622 0 359 233 591 9 170.20 24.95 12.288 9.176 0.000 0.227 2.51 0.85 1.00 0.0 15,76 39.56 0.00 2315 0 839 847 1686 8 150.19 24.30 10.297 10.017 0.000 0.177 2.68 0.85 1.00 0.0 14.47 38.72 0.00 2478 0 800 922 1722 7 130.19 23.58 14.574 10.851 0.000 0.164 2.72 0.85 1.00 0.0 18.56 50.53 0.00 2936 0 1013 895 1908 6 110.19 22.77 14.120 12.521 0.000 0.136 2.82 0.85 1,00 0.0 19.09 53.93 0.00 3475 0 1044 864 1908 5 90.19 21.83 19.435 13.356 0.000 0.139 2.81 0.85 1.00 0.0 24.00 67.53 0.00 4032 0 1253 828 2081 4 70.19 20.71 22.027 15.025 0.000 0.134 2.R3 0.85 1.00 0.0 26.89 76.19 OeO 5155 0 1341 786 2127 3 50.19 1929 ,24.751 15.025 0.000 0.125 2.86 0.85 1.00 0.0 29.29 83.90 0.00 5315 0 1376 732 2108 2 30.19 17.34 31.825 15.025 0.000 0.131 2.84 0.85 1.00 0.0 3545 100.75 0.00 5619 0 1485 658 2142 1 10.09 14.98 38,538 15.166 0.000 0.134 2.83 0.85 1.00 0.0 4114 117.08 0.00 6176 0 1491 574 2065 38123 0 18338 Pegv 18 Site Number: 412772 Code. ANSOTIA 222G i Site Name: MINPACKLR WI. WI L1lgineering Number: OAA739483_C3 01 ar I. 20182.24.3E Prot Customer: Verizon Wireless Equivalent Lateral Force Method (Based on ASGt-7 Chaplem 11, 12 & 15) Spectral Response Acceleration for Short Period IS ) : 0.05 Spectral Response Acceleration at 1.0 Second Period IS .1: 0.03 L ong-Poriod Transition Period IT - Seconds): 12 Importance Factor 11 „C 1.00 Site Coefficient F 1.60 Site coefficient 1 2.40 Response Modification Coof icienl (R): 3.00 Design Spectral Response Acceleration at Short Period IS 4p): 0.05 Design Spectral Response Acceleration at 1.0 Second Period IS IL 0.04 Seismic Response Coefficient (C yJ: 0.03 Upper Limit C y: 0,03 Lower Lanit C 0.03 Period based on Rayleigh Method Isecl: 0.90 Redundancy Factor (p): 1.30 Seismic Force Distribution Exponent (k): 1.20 Total Unfaclored Dead Load: 44.88 k Seismic Base Shear (L): 1.75 k LoadCase (1.2 + 0.2Sds) " DL + E Seismic lloight Horizontal vertical Above Base Weight Wr Force I orce Section (ft) (lu) (lb-ft) C., pb) (IA) 10 185.30 622 323,343 0.030 53 753 9 170.20 2,315 1.086.72 0.102 179 2,801 R 150.19 2.478 1.001,49 0.094 165 2,998 7 130.19 2,936 999.832 0.094 165 3,552 6 110.19 3,475 969,139 0.091 160 4.204 5 90.19 4,032 884.828 0.083 146 4,878 4 70.19 5.155 837,858 0.079 138 6.237 3 50.19 5,315 578.126 0.054 95 6.431 2 30.19 5.619 332.503 0,031 55 6.798 1 10.09 6,176 98.415 0.009 16 7.472 Ericsson Radio 4449 Ii13&B5 W 190.00 210 112.475 0.011 19 254 Ericsson Radio 8843 - B2 + 866A (wt prof 190.00 225 120,509 0.011 20 272 Raycap RVZOC 6627-DF48 190.00 32 17,139 0.002 3 39 JMA Wireless L1X06FIT865-02 190.00 300 160,r,78 0.015 26 363 Allgon 7130.18! A-800-95-161 190.00 211 113,118 0.011 19 256 Flat Platform w: Handrails 190.00 2,000 1.071.18 0.101 176 2,420 VZW Unused Reserve: 14,236 sq in 190.00 1,522 815.068 0.077 134 1,841 RadiWODll 176.00 30 14.661 0.001 2 3G Nokia AirScalc Dual RRH 4T4R B12A1 176.00 251 122,856 0.012 20 304 Nokia FHFB wto Solar Shield 176.00 152 74.329 0.007 12 184 Raycap ASU9338TYP01 176.00 30 14,563 0.001 2 36 Nokia FRIG w! Solar Shield 176.00 171 83,712 0.008 14 207 2' HP Dish 176.00 90 43.982 0.004 7 109 Page 19 Site Number: 412772 Code: ANSItTIA-222-G Site Name: MINPACKFR WI, WI Lagineering Number: GAA739483_C3_01 K 18 224.35! M Customer: Veri7on Wuclesy Equivalent Lateral Force Method Andrew HBXX-6517DS-A2M 176.00 258 126,081 0.012 21 312 Round Sector Frame 176.00 900 439.817 0,041 72 1.089 Comrnscope FFHH-65C-R3 176.00 377 184,283 0.017 30 456 44,883 10,626.715 1.000 1,750 54,300 1 OadCase (0.9 - 0.2Sds)' DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight W, Force Force Section (it) (I h) (lb-fl (lb) (lb) 10 185.30 622 323,343 0.030 53 556 9 170.20 2.315 1,086,72 0.102 179 2,061 8 150.19 2,478 1,001.49 0.094 165 2,206 7 130.19 2.936 999,832 0.094 165 2,613 6 110.19 3,475 969,139 0.091 160 3,093 5 90.19 4.032 8R4,828 0.083 146 3,589 4 70.19 5,155 837,858 0.079 138 4,589 3 50.19 5.315 578,126 0.054 95 4,732 2 30,19 5,619 332,503 0,031 55 5.002 1 10.09 6.176 911,415 0.009 16 5,498 F ricsson Radio 4449-813&B5 w! 190.00 210 112.475 0.011 19 187 F ncssou Radio 8843 - 82 + B66A (w1 prol 190.00 225 120.509 0.011 20 200 Raycap RVZDC-6627-DF 48 190.00 32 17139 0.002 3 28 JMA Wireless MX061IT865-02 190.00 300 160.678 0.015 26 267 Allgon 7130.181 A-800-95-161 190.00 211 113,118 0.011 19 188 Flat Platform w: Handrails 190.00 2,000 1.071,111 0,101 176 1.780 VZW Unum l Rcscrve: 14,236 sq in 190.00 1,522 815,068 0.077 134 1.355 Radio:ODll 176.00 30 14,661 0.001 2 27 Nokia AirScalc Dual RRH 4T4R 812:11 176.00 251 122.856 0.012 20 224 Nokia FHFB wfo Solar Shield 176.00 152 74,329 0.007 12 135 Raycap ASU9338T YPO7 176.00 30 14,563 0.001 2 27 Nokia FRIG w! Solar Shield 176.00 171 83.712 0.008 14 152 2' HP Dish 176.00 90 43,982 0.004 7 80 Andrew HBXX-6517DS-A2M 176.00 258 126,081 0.012 21 230 Round Sector Frame 176.00 900 439,817 0.041 72 801 Commscope FFHH 65C R3 176.00 377 184.283 0.017 30 336 44.883 10,626.715 1.000 1,750 39,954 Page 20 0 • Situ Number: 412772 Code: ANSbTIA-222-G ^ ;•..a',,.' Site. Name MINPACKER WI. WI Engineering Number: UAA739483_C3_01 9 18~2U782.24.36 F'h' Customer: Verizun Wireless Equivalent Modal Analysis Method (Based on ASCF7 10 Chaplors 11, 12 & 15 and ANSVTIA-G. suction 2.71 Spectral Response Acceleration for Short Period IS 0.05 Spectral Response Acceleration at 1.0 Second Period (S t 0.03 Importance Factor (1 ,1: 1.00 Site Coefficient F 1.60 Site Coefficient F 2.40 Response Modification Coefficient (R): 3.00 Design Spectral Response Acceleration at Short PnOod is d,): 0.05 Dosing Spectral Response Acceleration at 1.0 Second Period (S at I: 0.04 Period Based on Rayleigh Method (sec): 0,90 Redundancy Factor (p): 1.30 LoaclCase (1.2 + 0.2Sds) DL + E Seismic Height Horizontal Vertical Above Base Weight I orce I orce Section fill (Ib) a b c Su (lb) (lb) to 185.30 622 1.790 1.495 0.961 0.114 31 753 9 170.20 2.315 1.510 0.527 0.555 0,079 79 2,801 8 150.19 2,478 1.176 0,017 0,237 0,050 54 2,998 7 130.19 2,936 0.884 -0,121 0,081 0,035 45 3,552 6 110.19 1.475 0.633 -0.065 0.019 0.027 41 4.204 5 90.19 4.032 0.424 0.010 0.006 0.021 37 4,878 4 70.19 5.155 0.257 0.054 0.016 0.015 33 6,237 3 50.19 5.315 0.131 0.069 0.033 0.010 22 6,431 2 30.19 5.619 Oe,18 0.071 0.042 0.006 14 6,798 1 10.09 6.176 0.005 0,045 0,026 0.002 7,472 Ericsson Radio 4449 B13&B5 wi 190.00 210 1.882 1.940 1.126 0.128 12 254 Ericsson Radio 8843 - U2 + B66A 190.00 225 1.8112 1.940 1.126 0.128 12 272 Rayr.ap RVZDC-6627-DF 48 190.00 32 1.882 1940 1.126 0.128 2 39 JMA Wireless MXOSFIT865-02 190.00 300 1.882 1.940 1.126 0.128 17 363 Allgort 7130.18 i A-800-95-161 190.00 211 1.882 1.940 1.126 0.128 12 256 f"lal Platform w! Handrails 190.00 2,000 1.882 1.940 1.126 0.128 111 2.420 VJW Unused Reserve: 14.236 sit 190.00 1,522 1.882 1,940 1126 0,128 84 1.841 RadioiODll 176.00 30 1.615 0.826 0.691 0.091 1 36 Nokia AirScalo Dual RRH 4T4R 176.00 251 1.615 0.826 0.691 0.091 10 304 Nokia I IIFB wio Solar Shield 176.00 152 1.815 0.826 0,691 0.091 6 184 Raycap ASU9338TYPOl 176.00 30 1.615 0.826 0.691 0.091 1 36 Nokia FRIG wi Solar Shield 17600 171 1.615 0.826 0.691 0.091 207 2' HP Dish 176.00 90 1.615 0.826 0.691 0.091 4 109 Andrew HBXX-6517DS-A2M 176.00 256 1.615 O.A26 0.691 0.091 10 312 Round Sector Frame 176.00 900 1.615 0.826 0.691 0.091 36 1,089 Commscope FFHH-65C R3 176.00 377 1.615 0.826 0.691 0.091 15 456 44,883 34.572 23.085 16.072 2.071 700 54.300 LoaclCase (0.9 - 0.2Sds)' DL + E Seismic (Reduced DL) Height Horizontal Vertical Above Base Weight Force Force Section 1111 (IU) a b c S,,, jib) 0b) 10 185.30 622 1.790 1.495 0.961 0.114 31 554 9 170.20 2.315 1.510 0.527 01 0.079 79 2.061 8 150.19 2.478 1.176 -0.017 0.237 0.050 54 2.206 7 130.19 2.936 0.884 -0.121 0.081 0.035 45 2.613 Page 21 Site Number: 412772 Code: ANSUTIA-222-G rr Site Name: MINPACKER WI. WI Engineering Number: OAA739483. C3 01 9 ii.r7c1t: 7.'4 3$ :'11 Customer: Verizon Wirolnsc Equivalent Modal Analysis Method 6 110.19 3.475 0.633 -0.065 0.019 0.027 41 3,093 5 90.19 4,032 0.424 0.010 0.006 0.021 37 3,589 4 70.19 5.155 0.257 0.054 0.016 0.015 33 4,589 J 50.19 5.315 0.131 0.069 0.033 0.010 22 4,732 2 30.19 5,619 0.048 0.071 0.042 0.006 14 5.002 1 10.09 6.176 0.005 0.045 0.026 0002 7 5.498 Ericsson Radio 4449-813&BS w; 190.00 210 1.882 1.940 1.126 0128 12 187 Ericsson Radio 8843. 82 - B66A 190,00 225 1.882 1.940 1.126 0.128 12 200 Raycap RVZDC-6627-DF 48 190.00 32 1,882 1.940 1.126 0.128 2 28 MA Wireless MX06111865-02 190.00 300 1.882 1.940 1.126 0.128 17 267 Allgon 7130.18 /A 800 95161 190.00 211 1.882 1.940 1.126 0.128 12 188 Flat Platform wl Handrails 190.00 2,000 1.882 1.940 1.126 0.128 111 1.780 VGW tlnusnd Noscrvc: 14,236 sit 190.00 1,522 1.882 1.940 1.126 0.120 84 1.355 Radm:ODU 176.00 30 1.615 0.826 0.691 0.091 1 27 Nokia AirScalo Dual RIM 4T4R 176.00 251 1.615 0.826 0.691 0.091 10 224 Nokia FHFB vdo Solar Shield 176.00 152 1.615 0.826 0.691 0,091 6 135 Rayr.ap ASU933RTVP01 176.00 30 1.615 0.826 0.691 0.091 1 27 Nokia FRIG w! Solar Shield 176.00 171 1.615 0.826 0.691 0.091 7 152 2' HP Dish 176.00 90 1.615 0.826 0.691 0.091 4 80 Audrow HBXX-6517DS-A2M 176.00 258 1.615 O.R26 0.691 0.091 10 230 Round Sector F rame 176.00 900 1.615 0.826 0.691 0.091 36 801 Commscope. FFHH 65C.RJ 176.00 377 1.615 0.026 0.691 0.091 15 336 44,883 34.572 23.085 16.072 2.071 700 39.954 Page 22 • 0 i Silo Number: 412772 Code. ANSbTIA-222-G Site Name: MINPACKLR WI. WI Fn9ineori ng Number: OAA739483_C3 Ol VNi2D182.24.35 Pb' Customer: Verizon Wireless Force/Stress Summary Section: 1 T10 Bol Elev (ft): 0.00 Height (ft): 20.188 Shear Bear Pu Len Bracing % F'y Phic Pe Num Num phiRnv phiRn Use Max Compression Member (kip) Load Case Uq X Y Z KLiR (ksi[ Ikip) Bolts Holes (kip) (kip) Controls LEG SOL-4172"SOLID -298.06120+1.6W 10.11 50 50 50 53.9 50.0 578.61 0 0 0.00 0.00 51 `AervberX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAL SAF - 4X4X0.25 -6.28 1.2D+ 1.6W 90 22.41 50 50 50 169.2 35.7 15.31 1 1 17.89 2088 .41 M, r L,, L Shear Bear BIk Shear Pu Fy Fu Phil Pin Num Num phiRnv phiRn Phil Pn Use Max Tension Member Ikip) Load Case (ksi) (ksi Controls ) (kip) Bulls Holes (kip) (kip) (kip) LEG SOL - 4 1.2" SOL 10 250.94 1.2D + 1.6W 180 50 65 715.68 0 0 0.00 0.00 35 t;lar,bcr HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 BIAG SAE - 4X4XO.25 6.02 12D + 1.GW 90 36 58 56.16 1 1 17.89 15.75 17.02 38 Bn 1 Pear Max Splice Forces Pu phiRn( Use Nunn (kip) Load Case (kip) % Bolts Boll Typo Top Tension 240.80 0.90 + 1.GW 180 0.00 0 0 Top Compression 281.23 1.20+ 1.6W 0.00 0 Bot Tension 260.15 0,90+1.6W 180 779.44 39 6 2.0"GR50 Bot Compression 304.04 1.20+ 1.6W 0.00 0 Section: 2 T9 Bot Elev (ft): 20.19 Height (ft): 20.000 Shear Boar Pu Len Bracing v, F'y Phic Po Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (1t) X Y 7 KI-IR (ksi) (kip) Bolts Holes Ikip) (kip) % Controls I I G SOI 4112" SOLID -275.18 1.2D + 1.6W 10+02 50 50 50 53.4 %0 580.89 0 0 0.00 0.00 47 Idu•ubuX HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE - 3.5x3.5x0.25 -6.21 120 + 1+6W 90 20.59 50 50 50 179.6 36.0 11.84 1 1 17.119 20.88 52 Ll. ,n er 7 Shear Bear BIk Shear Pu I y Fu Phit Pn Num Num phiRnv phiRn Ph It Pn Use Max Tension Member (kip) Load Case (ksil (ksi) (kipl Bolts Holes (kip) (kip) (kip) % Controls LEG SOL .4 112"SOLID 236.27 0.90 + 1.6W 60 50 65 715.68 0 0 0.00 0.00 33 rdemter IIORI7 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAL SAE - 3.5x3.5x0.25 6.06 1.2D + 1.GW 90 36 58 48.00 1 1 17.89 15.75 17.02 38 P, i. Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts [Jolt type I op Tension 222.16 0.9D + 1.6W 180 0.00 0 0 Top Compression 257.2R 1,2D + 1.6W 0.00 0 Sot Tension 240.80 0.9D+1 6W 180 75R.83 32 6 IN' A325 Bot Compression 28123 1.20 + L6W 0.00 0 Page 23 • 0 Sdo Number. 412772 Code: ANSITIA-222-G _ - 'LL Site Name: MINPACKER WI. WI Engineering Number: OAA739483 C3 01 crl8:%111 , 2.14 Customer: Verizon Wirclvss Force/Stress Summary Section: 3 T8 But Elev (ft): 40.19 Height (ft): 20.000 Shear Bear Pu Len Bracing 1% Py Phic Pit Num Nurn phiRnvphiRn Use Max Compression Member (kip) Load Case (ftl X y Z KI IR (ksi) lkip) Bolts Holes (kip) (kip) i, Controls LLG SOL - 4 1f2" SOLID .252.91 1.2D + 1.6W 6.68 100 100 100 71.2 50.0 493.86 0 0 0.00 0.00 51 Mem:re- 1: HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAL SAE-3X3X0.25 -5.191.2D+1.6W 90 17.48 50 50 50177.2 36.0 10.35 1 1 17.89 20,88 50 Memh;rL Shear Bear Blk Shear Pu Fy Fu Phil Pn Nunn Num phiRnv phiRn phit Pn Use Max Tension Member Ikip) t oad Case (ksi) (ksil (kip) Bolls Holes (kip) (kip) Ikip) :o Controls IFG SOL-41;2"SOLID 216.54 1.2D+1.6W 60 50 65 715.68 0 0 0.00 0.00 30 Memh I IORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 3X3X0.25 5.10 1.2D + 1.6W 90 36 58 39.84 1 1 17,89 15.75 14.30 35 Bk til:nar Pu phiRnt Use Num Max Splice Forces [kip) Load Gale (kip) Bolls Bolt Type - Top Tension 204.13 0.9D + 1.6W 180 0.00 0 0 1'op Compression 733.07 1.2D r 1.6W 0.00 0 Bet Tension 222.16 0.913 + 1.6W 180 758.83 29 G 1.5" A325 Bot Compression 257.28 1.2D+1.6W 0.00 0 Section: 4 T7 But Elev (ft): 60.19 Height (ft): 20.000 Shear Bear Pu 1 on Bracing F•y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (ft) X y Z KLfR (ksi) kip) Bolls 110105 Ikip) (kip) Controls LEG SOL.4 V2" SOI ID -229.00 1.2D+ 1.6W 6.68 100 100 100 71.2 50.0 493,86 0 0 0.00 0.00 46 Llcmhur X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0,00 0 DIAL SAE - 3X3X0.25 4.74 1.2D 1.6W 90 15.65 50 50 50 158.1 36.0 12.92 1 1 17.89 20.88 36 1.'ember 7 Shear Bear Elk Shear P. I y I u Phil Pn Num Num phiRnv phiRn pill( Pn Use Max tension Member Ikip) I. oad Case (ks,) (ksi) (kip) Bolts Hulcs (kip) Ikip) (kip) i„ Controls LEG SOL - 4 tf2" SOLID '100,90 0.913 + 1.6W 60 50 65 715.68 0 0 0.00 0.00 28 A'ember HORIZ 0.00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAL 3X3X0.25 4.65 1.2D + 1.GW 90 36 58 39.84 1 1 17.89 15.75 14.30 32 L J, 1Lear Pu phiRnt Use Num Max Splice Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 185.40 0.913 +1.GW 180 0.00 0 0 Top Compression 209.09 1.20 - 1.6W 0.00 0 Hot Tension 204.13 O.9D + 1.6W 180 756.83 77 6 1.5" A325 Ito( Compression 233,07 1.2D , 1.6W 0.00 0 Page 24 • 0 Site Number: 412772 Cede: ANSI-TIA-222-G - ✓ . . r Site Name: MINPACKER WI. WI Lnginecring Number: OAA739483_C3_01 5 18!?.11.4 2 '24',S PV Customer: Veri7on Wireless Force/Stress Summary Section: 5 T6 Bot Elev (ft): 80.19 Height (tt): 20.000 Shear Bear pu Len Bracing':; F'y Phic Pn Num Num phiRnvphiRn Use Max Compression Member (kip) Load Case (it) X Y 2 KLiR (ksi) (kip) Bolts Holes (kip) Ikip) Controls 1 FG SOL -4" SOLID -204.92 1.2D+ 1.6W 6.68 100 100 100 ROA 50.0 353.59 0 0 0.00 0.00 57 Ivlenlocr X HORIZ 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 0.00 0 DIAG SAE-3X3X0.1R75 4.291.213 +1.6W 90 13.87 50 50 50 139.7 36.0 12.62 1 1 17.89 15.65 33 MemncrZ Shear Bear Elk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phis Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) % Controls LEG SOL -4" SOLID 181.90 0.913 +1.6W 60 50 65 565.47 0 0 0.00 0.00 32 PAcnnbcr HORIZ 0.00 0 0 0.00 0 0 0.00 0,00 0,00 0 DIAG SAE 3%3X0.1875 417 1.2D + 1.6W 90 36 58 30.21 1 1 17.89 11.81 10.73 38 0lt Shan Pu phiRn! Use Num Max Splice Forces (kip) Load Case (kip) Bolts Boll Type lop Tension 165.95 0.9D+1.6W 180 0.00 0 0 Top Compression 185e7 1.213 +1.6W 0.00 0 Hot Tension 185.40 0.9D + 1.6W 180 758.83 24 6 1+5" A325 Bel Compression 209.09 1.20+1.6W 0.00 0 Section: 6 T5 Bot Elev (ft): 100.1 Height (tt): 20.000 Shear Bear Pu Len nr.nciny ".gib F'y Phic Pn Nunn Nino phiRnvphiRn Use Max Gainpression Mernbur (kip) Load Case, pq X Y Z KI-W (ksi) (kip) Hells Holes (kip) (kip) Controls LEG SOL - 3 3A * SOLID -1 R0.88 1.2D + 1.6W 6.68 100 100 100 85.5 50.0 291.33 0 0 0.00 0.00 62 1;to^nh~:r X HORIZ 0.00 0.000 0 0 0 0.0 0,0 0.00 0 0 0.00 0.00 0 DIAG SAE - 2.SX2.SXO.1875 3.92 1.213 + 1.6W 90 12.15 50 50 50 147.4 36.0 9.38 1 1 17.89 15.66 41 ';L•r:Gvr Z Shear Bear Bilk Shear pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) Load Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) (kip) Controls LEG SOL - 3 3W* SOLID 160.44 1.2D n 1.6W 60 50 65 497.02 0 0 0.00 0.00 32 tACmber HORIZ 0.00 0 0 0.00 0 0 0.00 0100 0.00 0 DIAG SAE - 2.5%2.5X0.1875 3.79 1.20 + 1.6W 90 36 58 24.08 1 1 17.89 11.81 9.71 39 Hlk :Shear Max Splice FOrCC$ u phiRnt Use Num P (kip) Load Case (kip) Bolts Bolt Type Top Tension 145.04 0.9D+1.6W 180 0.00 0 0 Top Compression 16017 1.20+1.6W 0.00 0 Bat Tension 165,95 0.90 + 1.6W 180 768.83 22 6 1.5" A325 Bol Compression 185.07 L20+1.6W 0.00 0 Page 25 • 0 Site Number: 412772 Code: ANSVTIA 222-G - ~ err ,,h Site Name: MINPACKER WI. WI Engineering Number: OAA739483_C3_01 9118!2018 2.24:35 PLl Customer: Verizon Wireless Force/Stress Surnmary Section: 7 T4 Bot Elev (ft): 120.1 Height (ft): 20.000 Shear Bear Pu Len Bracing 4,. F'y Phic Pn Nam Num phiRnvphiRn Use Max Compression Member (kip) Load Case IR) X Y 7 KL!R (ksi) (kip) Bolts Holes (kip) (kip) Controls LEG SOL-31!4"SOLID -156.931.2D+1.6W 5.01 100100 100 74.0 50.0 250.23 0 0 0.00 0.00 62 N.ernhetX HORI7 0.00 0.000 0 0 0 0.0 0.0 0.00 0 0 0.00 O.Oo 0 DIAG SAE .2.5X2.5XO.1875 -3.38 1.20 + 1.6W 90 9.648 50 50 50 117.7 36.0 14.09 1 1 24.35 18.27 23 MehiLef L Shear Bear Ulk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kipl Load Case (ksi) (ksi) (kip) Bolls Holes Ikip) (kip) (kip) % Controls LEG SOL - 3 1!4" SOLID 142.74 o.9D + 1.6W 180 50 65 373.32 0 0 0.00 0.00 38 `Aerrher HOR12 0,00 0 0 0.00 0 0 0.00 0.00 0.00 0 DIAG SAE - 2.5X2.5%0.1875 3.29 1.2D + 1.6W 90 36 58 23.31 1 1 24.35 13.83 9.88 33 3ik Slivan Pu phiRnt Use Num Max Spline Forces (kip) Load Case (kip) % Bolts Bolt Type Top Tension 121.50 0.9D+1.6W 180 0.00 0 0 Top Compression 133.14 1.2D+1.6W 0.00 0 Bot Tension 145.04 0.9D + 1.6W 180 332.45 44 8 0-875 A325 But Compression 160.27 1.21) + 1.6W 0.00 0 Section: 8 T3 Bot Elev (ft): 140.1 Height (ft): 20.000 Shear Bear Pu I en Bracing% F'y Phic Pn Num Nurn phiRnvphiRn Use Max Compression Member (kip) I oad Case (It) X Y Z KLIR (ksi) (kip) Bolts Holes (kip) (kip) Controls I FG SOI. 3" $OI ID -129.41 1.213 + 1.6W 5.01 100 100 100 80.1 50.0 198.91 0 0 0.00 0.00 65 I'lem.1, X HOR17SAF - 2X2XO.125 -0.48 1.2D + 1.6W 60 4.500 100 100 100 135.7 36.0 5.89 1 1 17.89 10.44 a I,1=. •ner 7 DIAG SAL- 2X2X0.1875 -3.38 1.2D+ 1.6W 90 8.005 50 50 50 121.9 36.0 10.59 1 1 17.89 15.66 31 WL ^rr,r 7 Shear Bear Bilk Shear Pu Fy Fu Phil Pn Num Num phiRnv phiRn phit Pn Use Max Tension Member (kip) I oad Case (ksi) (ksi) (kip) Bolts Holes (kip) (kip) Ikip) % Controls LEG SOL -3" SOLID 118.52 0.91)+ 1.6W 180 50 65 318.10 0 0 0.00 0.00 37 f6cnd: r' HORIZSAE - 2X2XO.125 0,31 1.2D+1.6W 36 58 12.09 1 1 17.89 7.87 5.11 6Rl<Shev DIAG SAE-2X2XO.1875 3.68 0.9D r 1.6W 90 36 58 17.97 1 1 17.89 11.81 7.67 48 L'I-. ahc,r Pu phiKnl Use Nunn Max Splice Forces (kip) load Case (kip) Bolts Bolt Type Top Tension 90.63 0.9D + 1.6W 180 0.00 0 0 Top Compression 99.36 1.2D + 1.6W 0,00 0 Clot Tension 121.50 0.9D + 16W 180 332.45 37 8 0.875" A325 [lot Compression 133.14 1.2D+I6W 0.00 0 Page 26 ' - ' Site Number. 412772 Code. ANSOTIA-22243 Site Name: MINPACKER WI, WI Engineering Number: OAA739483 C3 01 !'1.er:^?'•% % 74 2.[ FM Custmnor. Verizon Wiraloss Force/Stress Summary Section: 9 T2 Bet Elev (ft): 160.1 Height (ft): 20.021 Shear Bear Pu Len Bracing F'y Phic Pn Nuin Ntim phiRnvphiRn Use Max Compression Member pm) Load Case (ft) X Y Z KL1R (ksg (kip) Bolts Holes (kip) (kip) :o Controls LEG SOL - 2 314•' SOLID .88.27 1.213 + 1.6W 5.01 50 50 50 43.7 50,0 232.48 0 0 0.00 0.00 37 Ale^lner X HORIZSAE - 1.75X1.75XO.12 -0.58 1.2D+ 1.6W 90 4.500 100 100 100 155.6 36.0 3.92 1 1 17,89 10.44 14 Ale 71 ~ Z DIAG SAE - 2X2X0,1875 -7.77 1.2D+ 1.6W 90 6.731 50 50 50 106.9 36.0 12.70 1 1 17,89 15.66 61 tdcnoa' Z Shear Bear Elk Shoo Pit Iy Fu Phil Pit Num Nam phiRnv phiRn ph it Pn Use Controls Max Tension Member (kipi Load Case (ksi) Best) (kip) Bolts Holes Ikip) (kip) (kip) LEG SOL .2 314•• SOLID 80.47 0.9D + 1.GW 180 50 65 267.28 0 0 0.00 0.00 30 Alc°~aar HORIZ SAE.1.75X1.75XOA2 0.57 1.2D+1.6W 90 36 58 10.13 1 1 17.89 7.87 4.43 12 ilk Snca• DIAG SAE. 2X2X0.1875 7.61 1.213 + I.6W 90 36 58 17.97 1 1 17.89 11.81 7.67 99 Rik Shaw Pit phiRnt Use Nurn Max Splice Forces (kip) Load Case Ikip) % Bolts Boll Type Top Tonsion 22.84 0.90 + 1.6W 180 0.00 0 0 Top Compression 26.98 1.2D+1.GW 0.00 0 Bot Tension 90.63 0.913 + 1.6W 180 120.41 75 4 075" A326 Bot Compression 99.36 1.213 + 1.6W 0.00 0 Section: 10 T1 Bot Elov (ft): 180.2 Height (ft): 10.177 Shear Bear Pu Len Bracing % F•y Phic Pit Nam Num phiRnv phiRn Use Max Compression Member (kip) Load Case III) X Y Z KLfR (ksi) (kip) Bolts Holes (kip) (kip) % Controls I FG SOL - 2'• SOLID21.25 1.2D + 1.6W 5.09 100 100 100 122.1 50.0 47.59 0 0 0.00 0.00 44 tdeniue' X HORIZSAE-1.75XL75XO.12 -2.121.2D+1.6W 4.500 100 100 100155.6 36.0 3.92 1 1 12.43 8.70 54 Nlwabc•Z DIAG SAL 2X2X0.125 -5.01 1.2D+ 1,6W 6.793 50 50 50 106,8 36.0 8.53 1 1 12.43 8.70 58 Wemhe• / Shear Bear BIk Shear Pit Fy Fu Pint Po Nun) Num phiRnv phiRn phit Pit Use Max Tension Monmoi Ikip) Load Caw (ksi) Best) Ikip) Bolts Holes (kip) (kip) (kip) Controls LEG SOI 2" SOLID 17.16 1.2D + 1.6W 180 50 65 141.37 0 0 0.00 0.00 12 PAemher HORIZSAF 1.75X1.75XO.12 2.12 1.20 + 1.6W 36 58 10.64 1 1 12.43 6.53 4.32 48 BI< Shear DIAG SAE - 2X2X0.125 5.01 1.2D + 1.6W 330 36 58 12,60 1 1 12,43 6.53 5.00 100 Hla SFeal Pu phiRnt Use Num Max Splice Forces [kip) Loaf Case (kip) Bolts Bolt Type Top Tension 0.00 0.00 0 0 Top Compression 457 1.2D + 1.ODi 4 0.00 0 Bat Tension 22.84 0.9D + 1.6W 180 12041 19 4 0.75• A325 Hot Compression 2698 1.2D+1.6W 0.00 0 Page 27 Site Number: 412772 Code: ANSUTIA-222-G - - - - Site Name: MINPACKER WI, WI Engineering Number: OAA739483 C3 01 iu1RJl-i+7 24 2.G PC' Customer: Voniun Wireless Detailed Reactions Radius Elevation Azimuth FX FY F2 Load Case (ft) (1) (dey) Node (kip) (kip) (kip) I-I = Uplift = Down 1.20+ 1.6W Normal 11.84 00.00 0 1 0,00 303.84 26.88 11.84 00.00 120 la 9.13 124.99 -8.13 11,84 00.00 240 lb .9.13 .124.99 -8.13 1.21) + 1.6W 60 deg 11.84 00.00 0 1 .2.25 154.23 13,11 11.84 00.00 120 11 -12,47 153.64 4.61 11.84 00.00 240 1h -20.14 -254.01 -11.62 1.2D+1.6W 90 deg 11.84 00.00 0 1 -2.66 17.95 -0.97 11.84 00.00 120 to -20.02 256.10 10.01 11.84 00.00 240 11) -18.29 .220.20 9.03 1.2D+ 1.6W 120 deg 11.84 00.00 0 1 -2.49 -125.06 11.98 11,84 00.00 120 1a -23.29 303.40 13.44 11,84 00.00 240 1b -11.61 -124.48 -3.84 1.21) +1.6W 180 deg 11,84 00.00 0 1 0.00 -254.46 23.25 11.84 00.00 120 is .10.23 154.16 8.49 11.84 00.00 240 1b 10.23 154.16 8.49 1.20 + 1.6W 210 deg 11.84 00,00 0 1 1.32 .221.01 20.38 11.84 00.00 120 1a 0.48 18.29 2.79 11.84 00.00 240 1b 10.69 256.57 12.33 1.2D + 1.6W 240 deg 11.84 00.00 0 1 2.49 -125.06 11.98 11.84 00.00 120 1.1 11.61 124.48 -3.84 11.84 00.00 240 1 b 23.29 303.40 13.44 1.2D 4 1.6W 300 deg 11.84 00.00 0 1 2.25 154.23 -13,11 11.84 00.00 120 1a 20.14 .25401 11,62 11.84 00.00 240 1 h 12.47 153.64 4.61 1.2D + 1.6 W 330 deg 11.84 00.00 0 1 1.34 256.91 -22.36 11.84 00.00 120 1a 16.99 220.67 -11.32 11.84 00.00 240 11) 2,16 17.61 -1.81 0.9D + 1.6W Normal 11.84 00.00 0 1 0.00 299.02 -26.62 11.84 00.00 120 11 9136 .129.31 8,26 11.84 00.00 240 16 -9.36 129.31 -8.26 0.913 + 1.6W 60 deg 11.84 00.00 0 1 -2.25 149.58 .12.84 11.84 00.00 120 1a .12.24 149.00 4,47 11.84 00.00 240 1b -20.37 .258.19 11.75 0.913 + 1.6W 90 deg 11.84 00.00 0 1 2.66 13.47 .0.71 11.84 00.00 120 is -19.78 251.34 9.87 11.84 00.00 240 1b -18.52 .224.41 9.16 0.9D + LAW 120 deg 11.84 00.00 0 1 -2.49 -129.39 12.24 11.84 00.00 120 is -23.06 298.58 13.31 11.84 00.00 240 1b -11.84 -128.80 -3.97 0.9D + 1.6W 180 deg 11.84 00.00 0 1 0.00 -258.63 23.52 11.84 00.00 120 1s -10.00 149.51 8.36 11.84 00.00 240 1 b 10.00 149.51 8.36 0.91) + 1.6W 210 dog 1184 00.00 0 1 1.32 -225.21 20.64 11.84 00.00 120 1a 0.71 13.81 2.66 Page 28 Site Number: 412772 Code: ANSUI IA 222 G Site Name: MIN PACKER WI, WI Engineering Number: CAA739483. C3 01 9:182 24 36 PM Cuslo,non Vorivon Wuelnss 11.84 00.00 240 1b 18.46 251.80 12,20 0.9D+ 1.6W 240 deg 11.84 00,00 0 1 2.49 .129.39 12.24 11,84 00.00 120 1a 11.84 .128.80 -3.97 11.84 00.00 240 1b 23.06 298.58 13.31 0.9D + 1.6W 300 deg 11.84 00.00 0 1 2.25 149.58 12.84 11.84 00.00 120 1a 20.37 .258.19 .11.75 11,84 00.00 240 1b 12.24 149.00 4.47 0.9D + 1.6W 330 deg 11.84 00.00 0 1 1.34 252.14 -22.09 11.84 00.00 120 1a 17.21 224.88 .11.45 11.84 00.00 240 1b 1.94 13.13 -1.95 1.2D+1.ODi+1.OWi Normal 11,84 00.00 0 1 0.00 141.80 -10.47 11,84 00.00 120 la 2.80 -11.90 -2.67 11.84 00.00 240 lb -2.80 -11.90 -2.67 1.20+1.ODi+1.OWi 60 deg 11.84 00.00 0 1 0.88 89.51 -5.59 11,84 00.00 120 1.1 -5.28 8934 2.04 11.84 00.00 240 1b 7.14 -60.85 4.12 1.2D+1.ODi+1.OWi 90 deg 11.84 00.00 0 1 .1.02 39.33 -0.98 11.84 00.00 120 1a 8.07 126.51 4.07 11,84 00.00 240 it, .6.37 -47.84 .3.09 1.20, +1.ODi+i.OWi 120 deg 11.84 00.00 0 1 0.92 -11.90 376 11.84 00.00 120 is .9.07 141.63 5.23 11.84 00.00 240 1b 3.71 -11.73 -1.09 1.2D+1.ODi+I+OWi 180 deg 11.84 00.00 0 1 0.00 -61.02 8,24 11.84 00.00 120 1 a 4.41 89.51 3.55 11.84 00.00 240 1b 4,41 89.51 3.55 1.2D+1.00i+1,OWi 210 deg 11.84 00.00 0 1 0.51 -48.03 7.06 11.84 00.00 120 1a 0.34 39.43 1.38 11.84 00.00 240 1b 7.56 12G.60 4.96 1.2D+1.ODi+1.OWi 240 dog 11.84 00.00 0 1 0.92 -11,90 3.76 11.84 00.00 120 1a 3.72 .11.73 -1.09 11.84 00.00 240 11) 9.07 141.63 5.23 1.2D + 1.00i + 1.OWi 300 dog 11.84 00.00 0 1 0.88 89.51 -5.59 11.84 00.00 120 1a 7.14 60.85 -4.12 11.84 00.00 240 tb 5.28 89.34 2.04 1-2D + 1.ODi + 1.OWi 330 (109 11.84 00.00 0 1 0.51 126.70 -9.03 11.84 00.00 120 1a 5.86 47.94 -3.97 11.84 00.00 240 1 b 1.36 39.24 -0.40 11.2 + 0.2Sds) - DL + E Normal Ml 11.84 00.00 0 1 0.00 30.76 2.14 11.84 00.00 120 to -0,50 10.52 0.21 11.84 00.00 240 lb 0.50 10.52 0.21 (1.2 + 0.2Sds)' DL + E Normal M2 11.84 00.00 0 1 0.00 23.14 -1.50 11.84 00.00 120 is -0.75 14.33 0.41 11,84 00.00 240 11) 075 14.33 0.41 (1.2 + 0.2Sds)' DL + E 60 deg MI 11.84 00.00 0 1 -0.06 24.02 1.60 11.84 00,00 120 1.1 -1.42 24.02 0.75 11.84 00.00 240 lb 0.00 3.78 0.00 (1.2+0.2Sds)'CIL+L60 deg M7 11-84 00.00 0 1 -0.02 20.21 -1.28 1184 00.00 120 la .1.12 2011 0.63 11.84 00.00 240 ib 0.56 11.40 0.32 Page 29 Site Number: 412772 Coda: ANSI,TIA-222-G Site Name: MINPACKER WI. WI Engineering Number OAA739483 C3 01 5:1?C1!; 2 24. 6-" 9 Customer: Vori4on Wireless (1.2+0.2Sds)'DL+E 90 deg M1 11.84 00.00 0 1 -0.07 17.27 -1.07 11.84 00.00 120 1a -1,75 28.96 0.97 11.84 00.00 240 lb 0.11 5.58 0.10 (1.2+ 0.2Sds)' DL+E 90 deg 1.12 11.84 00400 0 1 -0.02 17.27 -1.07 11.84 00.00 120 1a -1.25 22.36 0.71 11.84 00.00 240 1b 0.60 12.18 0.36 (1.2+ 0.2Sds) ' DL+ E 120 deg M7 11.84 00.00 0 1 -0406 10.52 -0.54 11.84 00.00 120 1a -1.85 30.76 1.07 11.84 00.00 240 lb 0.43 10.52 0.32 (1.2 - 0, 2Sds) ' DL+ E 120 deg M2 11.84 00.00 0 1 -0402 14.33 -0.86 11.84 00.00 120 1.1 -1.30 23.14 0.75 11.84 00.00 240 ib 0.73 14.33 0.44 (1.2 + 042Sds)' DL + L 180 (109 M1 11.84 00.00 0 1 0.00 3.78 0.00 11.84 00.00 120 1a -1.36 24402 0.66 11.84 00.00 240 lb 1.35 24.02 0.86 (1,2 . 0.2Sds)' DL+ E 180 deg M2 11.84 00.00 0 1 0.00 11.39 -0.64 11.84 00,00 120 is -1.10 20421 0.66 1184 00400 240 1 b 1.10 20.21 0466 11.2+0.2Sds)'DL+E 210 deg M1 11.84 00.00 0 1 0.04 5.58 -0.14 11.84 00.00 120 1a 0.89 17.27 0.60 11.84 00.00 240 11) 1.71 28.96 1.03 (1.2+0.2Sds)'CIL+E 210 dug 612 11.84 00.00 0 1 0.01 12.18 -0.70 11.84 00.00 120 1a -0.92 17.27 0.55 11.84 00.00 240 1 b 1.24 22.36 0.73 (1.2 + 0.2Sds) ' DL + E 240 deg Ml 11.84 00.00 0 1 0.06 10.52 -0.54 11.84 00.00 120 to -0.43 10.52 0.32 11.84 00.00 240 1b 1.85 30.76 1.07 (1.2 + 0.2Sds)' DL + F 240 deg M2 11.84 00,00 0 1 0.02 14.33 0.86 11.84 00.00 120 1a 0.73 14.33 0.44 11.84 00.00 240 1b 1.30 2114 0.75 11.2 + 0.2Sds)' DL+ L 300 dog M1 11.84 00.00 0 1 0.06 24.02 -1.60 11.84 00.00 120 is 0,00 3.78 0.00 11,84 00.00 240 1U 1.42 24.02 0.75 (1.2 + 0.2Sds)' CIL + 1, 300 deg M2 11.84 00.00 0 1 0.02 20.21 -1,28 11,84 00.00 120 to 0.56 11.40 0.32 11.84 00.00 240 11) 1.12 20.21 0.63 (1.2+02Sds)' DL+ E 330 deg Mt 11.84 00.00 0 1 0.04 28.96 .2.00 11,84 00.00 120 1.1 -0.14 5.58 0.04 11.84 00.00 240 lb 0.96 17.27 0,47 (1.2 +0.2Sds)' DL+ E 330 deg M2 11.84 00.00 0 1 0.01 22,36 -1A4 11.84 00.00 120 1.1 -0.61 12.18 0.34 11.84 00.00 240 lb 0.94 17.27 0,52 (0.9 - 0.2Sds) ' DL+ E Normal M1 11.84 00.00 0 1 0.00 26.19 -1.86 11.84 00.00 120 1a -0.25 5.97 0.07 11.84 00.00 240 1 b 0.25 5.97 0.07 (09 -02S(Is)' DI - t' Normal M2 11.84 00.00 0 1 0.00 1658 -1 21 11.84 00.00 120 1a -0.51 9,77 027 11.84 00.00 240 1 b 0.51 9.77 0.27 Page 30 • 0 Site Number: 412772 Code: ANSI'TIA-222-G - ^ ` Site Name: MINPACKER W1. WI Fnginnering Number: OAA739483 C3 01 1L'!2L 15 214.36 -R.d Customer: Vernon Wireless 10.9 - 0.2Sds)' DL+ E 60 deg M7 11,84 00.00 0 1 .0.07 19.45 -1.32 11,84 00.00 120 1a 1.18 19.45 0.60 11.84 00.00 240 11) -0.24 .0.77 -0.14 (0.9 - 0.2Sds) ' DL+ E 60 dog M2 11.84 00.00 0 1 0.02 15.64 -1.00 11.84 00.00 120 la -0.88 15.64 0.49 11.84 00.00 240 1 h 0.31 6.84 0.18 (0.9 - 0.25ds) " DI. + E 90 deg MI 11.84 00.00 0 1 -0.08 12.71 -0.79 11.84 00.00 120 to 1.50 24.38 0.82 11.84 00.00 240 tb -0.14 1.03 -0.04 (0.9 - 0.2Sds)' DL + E 90 deg M2 11.84 00.00 0 1 0.U2 12.71 0.79 11.84 00.00 120 is -1.01 1739 0.57 11.84 00.00 240 1b 0.36 7.63 0.22 (0.9 - 0.2Sds)' DL + E 120 deg M7 11.84 00.00 0 1 -0.06 5.97 .0.25 11.84 00.00 120 1a 1.61 26.19 0.93 11.84 00.00 240 1b 0.19 5.97 0.18 (0.9 - 0.2Sds) A DL + E 120 deg M2 11.84 00.00 0 1 -0.02 9.77 .0.57 11.84 00.00 120 1a 1.05 18.58 0.61 11.84 00.00 240 1b 0.49 9.77 0.30 (0.9 0.2Sds) ' DL+E 180 deg M1 11.84 00.00 0 1 0.00 -0.77 0.28 11.84 00.00 120 to 1.11 19.45 0.72 11.84 00.00 240 lb 1.11 19.45 0.72 (0.9-0.2Sds)'DL+L 180 deg F.12 11.84 00.00 0 1 0.00 6.84 -0.36 11.84 00.00 120 1a -0.86 15.64 0.52 11.84 00,00 240 1b 0.86 15.64 0.52 (0.9 .0 2S,M) 01 + E 210 deg M1 11.84 00.00 0 1 0.04 1.03 0.14 11.84 00.00 120 1a -0.64 12.71 0.46 11.84 00.00 240 1b 1.46 24.38 0.89 (0.9 - 0.2Sdsl - DL + E 210 deg M2 11.84 00.00 0 1 0.01 7.63 -0.42 11.84 00.00 120 to -0.67 12.71 0.41 11.84 00.00 240 1b 1.00 17.79 0.59 (0.9 - 0.2Sds)' DL + E 240 tleg M7 11.84 00.00 0 1 0.06 5.97 .0.25 11.84 00.00 120 11 -0.19 5.97 0.18 11.84 00.00 240 1b 1.61 26.19 0.93 (0.9 - 0.2Sds)' DL + E 240 deg M2 11.84 00.00 0 1 0.02 277 0.57 11.84 00.00 120 1 a -0.49 9.77 0.30 11.84 00.00 240 11) 1.05 18.58 0.61 10.9 - 0.2Sds)' DL t E 300 deg h11 11.84 00.00 0 1 0.07 19.45 -1.32 11.84 00.00 120 1a 0.24 -0,77 -0.14 11,84 00.00 240 lb 1,18 19.45 0.60 (0.9 - 0.2Sds) ' DL+ E 300 deg M2 11.R4 00.00 0 1 0.02 15.64 -1.00 11.R4 00.00 120 1a -0.31 6.84 0.18 11.84 00.00 240 lb 0.88 15.64 0.49 (0.9 0.2Sds)' DL + E 330 deg M1 11.84 00.00 0 1 0.04 24.38 1.71 11.84 00.00 120 1a 0.10 1.03 -0.10 11.84 00.00 240 1 b 0.72 12.71 0.33 10.9. 0.2Sds)' DL+L 330 dog M2 11.84 00.00 0 1 0.01 17.79 -1.16 11.84 00.00 120 is -0.37 7.63 0.20 11.84 00.00 240 11) 0.69 12.71 0.38 1.00 11.OW Service Normal 11.84 00.00 0 1 0.00 94.13 -8.06 Pa9c 31 Site Number: 412772 Code: ANSUTIA-222-G r Site Name: MINVACKLN WI. WI Engineering Number: OAA739483 C3 01 +12:7FB, 7.24':! "d Customer: Verizon Wireless 11.84 00.00 120 11 2,01 -24,63 -1.95 11.84 00.00 240 1 b .2.01 -24.63 -1.95 1.OD + 1.011V Service 60 deg 11.84 00.00 0 1 0.62 52,68 4.24 11.84 00.00 120 1a .3.98 52.52 1.58 11.84 00.00 240 1b -5.06 -60.32 -2.92 1.00 + 1.OW Service 90 deg 11.84 00.00 0 1 -0.74 14.96 .0.88 11.84 00.00 120 1.1 6,08 80.91 3.08 11.84 00.00 240 1b 4.55 -50.99 .2.20 1.00 + 1.OW Service 120 deg 11.84 00.00 0 1 -0.69 24.63 2.71 11.84 00.00 120 la -6+98 93.97 4.03 11.84 00.00 240 1b -2.69 .24.46 -0.76 1.00, + 1.OW Service 180 deg 11.84 00.00 0 1 0.00 60.48 5.85 11.84 00.00 120 1.1 -3.36 52.68 2.66 11.84 00.00 240 ib 136 52,68 2.66 1.OD + 1.OW Service 210 deg 11.84 00.00 0 1 0,37 -51.18 5.05 11.84 00.00 120 is -0.39 15.05 1.08 11,84 00.00 240 1b 5.71 81.01 3.72 1.0D+ 1.OW Service 240 deg 11.84 00.00 0 1 0.69 -24.63 2.71 11.84 00.00 120 is 2.69 -24.46 -0.76 11,84 00,00 240 1b 6.98 9197 4.03 1.00 + 1.OW Service 300 deg 11.84 00.00 0 1 0.62 52.68 -4.24 11.84 00.00 120 is 5.06 .60.32 -2.92 11.84 00.00 240 1b 3.98 52.52 1.58 1.00, + LOW Service 330 deg 11.84 00.00 0 1 0.83 163.98 .14.20 11.84 00.00 120 la 10.40 .133.85 6.95 11.84 00.00 240 1b I.56 14.75 .1.01 Max Uplift: 258.63(kip) Moment loo: 1,820.55 Ikip.Itl Moment: 5.079.30 [kip-Ill 1.20 + 1.6W Normal Max Down: 303.84(kip) Total Down Ire: 118.00 [kip) Total Down: 53.86 Ikip) Max Shear: 26.89 (kip) Telul Shear Ice: 15.82 )kip) Total Shear: 43.15 [kip) Page 32 Site Number: 412772 Code: ANSbTIA-222-G Site Name: MINPACKER WI. WI Engineering Number: OAA7394R3 C3 01 O 1U+2L I9 2 24.Sb 'M Customer Version Wimloss Deflections and Rotations Elevation Deflection least Sway Resultant Load Case (it) (1) (deg) (deg) (deg) 90 mph Normal with No Ice 175.20 1.109 0.0376 0.9426 0.9434 90 mph Normal with No Ice 190.39 1,368 0.0386 2.1873 2.1876 90 mph 60 degree with No Ito 175.20 1,067 0.2394 0.9090 0.9400 90 mph 60 degree with No Ice 190.39 1.314 0-3892 1.1245 1.1899 90 mph 90 deq ree with No Ice 175.20 1.073 -0.0383 0.9096 0.9100 90 mph 90 degree with No Ice 190.39 1.320 -0.0366 0.2199 0.2209 90 mph 120 degree with No Ice 175.20 1.103 -0.2370 0.9310 0.9602 90 mph 120 degree with No Ice 190.39 1.357 -0.31179 1.1287 1.1807 90 mph 180 degree with No Ice 175.20 1.073 0.0319 0.9206 0.9211 90 rnph 180 degree with No Ice 190.39 1.326 0.0264 2.1628 2.1629 90 mph 210 degree with No Ice 175.20 1.ORO 0.2193 0.9224 0.9481 90 mph 210 degree with No Ice 190.39 1.333 0.3661 1.8942 1.9288 90 mph 240 degree with No Ice 175.20 1.103 0.2370 0.9310 0.9602 90 mph 240 degree with No Ire 190.39 1.357 0.3879 1.1287 1.1807 90 mph 300 degree with No Ice 175.20 1.067 -0.1545 0.9090 0.9400 90 mph 300 deyro . with No Ice 190.39 1.314 0.3032 1.1245 1.1899 90 mph 330 degree with No Ice 175.20 1.080 0.1711 0.9225 0.9553 90 mph 330 degree with No Ice 190.39 1.333 -0.3204 1.8975 1.9391 90 mph Normal with No Ice (Reduced DLI 175.20 1.107 0.0376 0.9405 0.9412 90 mph Normal with No Ice (Reduced OLI 190.39 1.366 0.0387 2.1846 2.1849 90 mph 60 deg with No Ice (Reduced DL) 175.20 1.065 0.2388 0.9069 0.9378 90 mph 60 dog with No Ice (Reduced DLI 190.39 1.312 0.3882 1.1231 1.1883 90 mph 90 dog with No Ice (Reducer) Dt ) 175.20 1.071 0.0381 0.9075 0.9079 90 mph 90 deg with No Ice (Reduced DLI 190.39 1.317 -0-0363 01215 0.2224 90 mph 120 deg with No Ice (Reducod DLJ 175.20 1.101 .07363 0.9288 0.9580 90 mph 120 deg with No Ice (Reduced DI.) 190.39 1.354 0.3868 1.1261 1.1800 90 mph 180 deg with No Ice (Reduced DLJ 175.20 1.071 0.0319 0.9185 09190 90 mph 180 dog with No Ice (Reducod DL) 190.39 1.323 0.0265 2.1608 2.1610 90 rnph 210 dog with No Ice (Reduced DI_I 175.20 1.078 02047 0.9202 0.9427 90 mph 210 tlcy with No Ice (Reduced DL) 190.39 1.331 0.3491 1.8924 19238 90 mph 240 deg with No Ice (Reduced DL) 175.20 1.101 0.2363 0,9288 0.95R0 90 mph 240 deg with No Ice (Reduced DL) 190.39 1.354 0.3868 1.1281 1.1800 90 mph 300 deg with No Ice (Reduced DL) 175.20 1.065 0.1544 0.9069 0.9378 90 mph 300 deg with No Ice (Reduced DL) 190.39 1.312 -0-3028 11231 1.1883 90 mph 330 deg with No Ice (Reduced DL) 175.20 1.078 -0.1708 0.9204 0,9531 90 mph 330 deg with No Ice (Reduced DL) 190.39 1.331 -0.3199 1.8951 1.9365 50 mph Normal with 0.75 in Radial Ice 175.20 0.379 0.0109 0.3073 0.3073 50 mph Normal with 0.75 in Radial Ice 190.39 0.463 0.0101 0.6598 0.6598 50 mph 60 dog with 0.75 in Radial Ice 175.20 0.371 0.0231 0.3001 0.3016 50 mph 60 dog with 0.75 in Radial Ice 190.39 0.453 0.0352 0.3320 0.3338 50 mph 90 deg with 0.75 in Radial Ice 175.20 0.372 -0.0123 0.3007 0,3008 50 mph 90 deg with 0.75 in Radial Ice 190.39 0.453 -0.0116 0.0221 0.0229 50 mph 120 deg with 0.75 in Radial Ice 175.20 0.377 .0.0229 0.3043 0.3046 50 mph 120 deg with 0.75 in Radial Ice 190.39 0.459 -0.0351 0.3309 0.3328 50 mph 1RO deg with 0.75 in Radial Ire 175.20 0.373 0.0104 0.3038 0.3040 50 mph 180 (leg with 0,75 in Radial Ice 190.39 0.457 0.0091 0.6499 0.6499 50 mph 210 deg with 0.75 in Radial Ice 175.20 0.374 0.0184 0,3038 0.3043 50 mph 210 deg with 0.75 in Radial Ire 190.39 0.457 0.0306 0.5649 0.5657 50 mph 240 deg with 075 in Radial Ice 175.20 0,377 0.0229 0.3043 0.3046 50 mph 240 deg with 0.75 in Radial Ice 190.39 OA59 0.0351 0,3309 0.3328 50 mph 300 deg with 0.75 in Radial Ire 175.20 0.371 .0.0014 0.3007 0.3016 50 mph 300 drg with 0.75 in Radial Ice 19(1.39 0.453 -0.0147 0.3320 0.3338 50 mph 330 deg with 0.75 in Radial Ice 175.20 0.374 .0.0059 0.3037 0.3044 50 mph 330 dog with 0.75 in Radial Ice 190.39 0.457 0.0190 0.5706 0.5718 Seismic Normal M1 175.20 U.055 0.0013 0.0458 0.0458 Page 33 Site Number: 412772 Code: ANSI.TIA-222-G Site Name: MINPACKER WI, WI Engineering Number: OAA739483 C3 01 0!16 227'822436PM Customer: Vcrieon Wireless Seismic Normal M1 190.39 0.067 0.0011 0.0471 0.0471 Seismic Normal M2 175,20 0.026 0,0006 0.0241 0.0241 Seismic Normal M2 190,39 0.033 0,0005 0.0253 0.0253 Seismic 60 deg MI 175.20 0.054 -0.0013 0.0454 0.0454 Seismic 60 deg M1 190.39 0-067 -0.0011 0.0485 0.0485 Seismic 60 dog M2 175.20 0.026 0.0006 0.023R 0.0238 Seismic 60 dog M2 190.39 0.033 .0.0005 0.0265 0.0265 Seismic 90 deg Ml 175.20 0.055 .0-0015 0.0457 0.0457 Seismic. 90 deg M1 190.39 0.067 .0-0012 0.0481 0.0481 Semanc 90 dog M2 175.20 0.026 0-0007 0.0240 0.0240 Seismic. 90 deg M2 190.39 0.033 -0-0005 0.0262 0.0262 Seismic 120 deg M1 175.20 01055 0.0013 0.0458 0.0458 Seismic 120 deg M1 190.39 0.067 .0.0011 0,0471 0.0471 Seismic 120 deg M2 175.20 0.026 -0.0006 0.0241 0.0241 Seismic. 120 dog M2 190.39 0.033 -0.0005 0.0253 0.0253 Seismic 180 deg Ml 175.20 0.054 0.0013 0.0454 0.0454 Seismic 180 dug Mt 190.39 0.067 0.0011 0.0485 0.0485 Seismic 180 deg M2 175.20 0.026 0.0006 0.0238 0.0238 Seismic 180 deg M2 190.39 0.033 0.0005 0.0265 0.0265 Seismic 210 dog Ml 175,20 0.055 0.0007 0.0457 0.0457 Seismic 210 deg MI 190.39 0.067 0.0006 0.0481 0.0481 Seismic 210 deg M2 175.20 0.026 0.0004 0.0240 0.0240 Seismic 210 deg M2 190.39 0.033 0.0003 0.0262 0.0262 Seismic 240 dog M1 175.20 0.055 0.0013 0.0458 0.0458 Seismic. 240 deg M1 190.39 0.067 0.0011 0.0471 0.0471 Seismic 240 deg M2 175.20 0.026 0,0006 0.0241 0.0241 Seismic 240 deg M2 190.39 0.033 0.0005 0,0253 0.0253 Seismic. 300 deg M1 175.20 0.054 0.0013 0.0454 0.0454 Seismic. 300 deg MI 190.39 0.067 0.0011 0.0485 0.0485 Seismic 300 deg M2 175.20 0.026 0.0006 0.0238 0.0238 Seismic 300 deg M2 190.39 0.033 0.0005 0,0265 0.0265 Seismic 330 deg MI 175.20 0,055 0.0007 0.0457 0.0457 Seismic 330 dog M7 190.39 0.067 0.0006 0.0481 0.0481 Seismic 330 deg M2 175.20 0,026 0.0004 0.0240 0.0240 Seismic. 330 deg M2 190.39 0.033 0.0003 0.0262 0.0262 Seismic, (Reduced DI.) Normal M7 175.20 0.054 0.0013 0.0456 0.0456 Seismic (Reduced Dy Normal Mi 190.39 0.067 0.0010 0.0467 0.0467 Seismic (Reduced DL) Normal M2 175.20 0.026 0.0006 0.0240 0.0240 Seismic IReducud DL) Normal M2 190.39 0.033 0.0005 0.0249 0-0249 Seismic (Reduced UL) 60 deg MI 175.20 0.054 -0.0013 0.0453 0-0453 Seismic (Reduced DL) 60 deg M1 190.39 0.067 -0.0011 0.0477 0.0477 Seismic (Reduced DL) 60 deg M2 175.20 0.026 -0.0006 0.0237 0.0237 Seismic. (Reduced DL) 60 deg M2 190.39 0.033 -0.0005 0.0259 0.0259 Seismic (Reduced DL) 90 deg M1 175.20 0.054 -0.0015 0.0455 0.0455 Seismic (Reduced DLI 90 deg MI 190,39 0.067 -0,0012 0.0474 0.0474 Seismic. (Reduced DLI 90 deg M2 175.20 0.026 -0.0007 0.0239 0,0239 Seismic (Reduced DLI 90 deg M2 190.39 0.033 -0.0005 0.0256 0.0256 Seismic (Reduced DLI 120 deg M1 175.20 0.054 -0.0013 0.0456 0.0456 Seismic (Reduced UL) 120 deg M1 190.39 0.067 -0.0010 0.0467 0.0467 Seismic (Reduced DLI 120 deg M2 175.20 0.026 -0.0006 0.0240 0.0240 Seismic (Reduced DLI 120 deg M2 190,39 0.033 0.0005 0.0249 0.0249 Seismic (Reduced DI.) 180 deg M1 175.20 0.054 0.0013 0.0453 0.0453 Seismic (Reduced DLI 180 deg M1 190.39 0.067 0.0011 0.0477 0.0477 Seismic. (Reduced DL) 180 deg M2 175.20 0.026 0.0006 0.0237 0,0237 Seismic (Reduced DI ) 180 deg M2 190.39 0.033 0.0005 0.0259 0.0259 Seismic (Reduced DLI 210 deg Ml 175.20 0.054 0.0007 0.0455 0.0455 Seismic (Reduced DLI 210 deg fill 1 190.39 0.067 0.0006 0,0474 0.0474 Seismic (Reduced DI) 210 deg M2 175.20 0.026 0.0004 0.0239 0.0239 Seis0uc (Reduced UL) 210 deg 412 190.39 0.033 0.0003 0.0256 0.0256 Seismic (Reduced DL) 240 deg hill 175.20 0.054 0.0013 0.0456 0.0456 Seismic (Reduced DL) 240 deg M1 190.39 0.067 0.0010 0.0467 0.0467 Seismic (Reduced DI 1 240 (leg M2 175.20 0.026 0.0006 0.0240 0.0240 Page 34 10 0 Site Number. 412772 Code ANSItTIA-222-6 Site Name: MINPACKFR WI, WI Engineering Number: OAA739483_ C3_01 9118*C.18 27436 -IM Customer: Vorizon Wireless Seismic (Reduced DL) 240 deg M2 190.39 0.033 0.0005 0.0249 0.0249 Seismic (Reduced DI ) 300 deg M1 175.20 0.054 0.0013 0.0453 0.0453 Seismic. (Reduced DL) 300 (log M1 190.39 0.067 0.0011 0.0477 0.0477 Seismic (Reduced DL) 300 deg M2 175.20 0.026 0.0006 0.0237 0.0237 Seismic (Reduced DLI 300 dog M2 190.39 0.033 0.0005 0.0259 0.0259 Seismic (Reduced DLI 330 deg M1 175.20 0.054 0.0007 0.0455 0.0455 Seismic (Reduced DL) 330 deg M1 190.39 0.067 0.0006 0.0474 0.0474 Seismic (Reduced DL) 330 deg N12 175.20 0.026 0.0004 0.0239 0.0239 Seismic (Reduced DL) 330 deg M2 790.39 0.033 0-0003 0.0256 0.0256 Serviceability - 60 mph Wind Normal 175.20 0.307 0.0087 0.2607 0.2609 Serviceability - 60 rnph Wind Normal 190.39 0.379 0.0080 0.6073 0.6073 Serviceability - 60 mph Wind 60 dog 175.20 0.295 0-0174 0.2512 0.2518 Serviceability - 60 mph Wind 60 deg 190.39 0.363 0.0270 0.3072 0.3083 Serviceability - 60 mph Wind 90 deg 175.20 0.297 -0.0093 0.2517 0.2517 Serviceability -60 mph Wind 90 deg 190.39 0.365 -0.0085 0.0637 0.0638 Serviceability -60 rnph Wind 120 deg 175.20 0.305 -0.0172 0.2575 0.2578 Serviceability - 60 mph Wind 120 deg 190,39 0.375 -0.0270 0.3063 0.3069 Serviceability - 60 mph Wind 180 dog 175.20 0.297 0.0081 0.2546 0.2547 Serviceability 60 mph Wald 180 dog 190.39 0.367 0.0070 0.5987 0.5987 Serviceability - 60 mph Wind 210 deg 175.20 0.299 0.0139 0.2551 0,2554 Serviceability - 60 mph Wind 210 deg 190.39 0.369 0.0236 0.5209 0.5213 Serviceability 60 mph Wind 240 deg 175.20 0.305 0.0172 0.2575 0.2578 Serviceability 60 mph Wind 240 dog 190.39 0.375 0.0270 0.3063 0.3069 Serviceability - 60 mph Wind 300 dog 175.20 0.295 -0.0008 0.2512 0.2518 Serviceability - 60 mph Wind 300 deg 190.39 0.363 -0.0118 0,3072 0.3083 Serviceability - 60 mph Wind 330 deg 175.20 0.673 .00406 0.5749 0.5801 Serviceability 60 mph Wind 330 deg 190.39 0.831 0.0953 1.1795 1.1868 Page 35 O 1 5 00 ? A L / 2 ♦ ea L~ t / W - Il i bt_ dim A ~ 6j' t r ! {C v ~ ~vM. t} T V o n t ~ ~ mm bT1 Cf) s y IA-~ vm O ~ { O D z ~ - r r r Z1 O _ r z O ~D Z • z m Z a Q ~i~Z Cl) : ° 70~ sL m p I S~ ' y \ m Z mt~ S-N..~ ~a~ ~To C _ O LOL U~7 M1~N V y N - I y m ~ v ~ m `5 4 I 1 u N U f: 1 al A p f J ~z QYE p,Jl tpW~Q ,~tsn c r > r~~ o n '17S SZ. E~k9 p14 v~ I s i~~t<. 2 I ~?TC> <a = sy s I G~ .G I I '2 1 I39~k/AS! V A I v cl^> r ~ T _ ~ I - al I~ fm O I ~ rN I ! i p , J m 71 D ~ I• ~ fJ A 9 I V'J 1~' !1v C'I S Jill v rr, 0 , ,vveaoru;l;• nD Jill mot C/) C Z r m f- T^ Z - I ~•Z ~ ~ C~ ^ _I zZ. m X N II~IZ I ~ . r- V O T j I r I V, I~ m ~r - ~J ?N < C - F_jy V O Z O O r D Z z s 1~ co c) ni 9 tIN ~:;lv R~ X19 °~Y~~ ` p k Y C I - ~n 'A n G.GI t ~I ~ ~GIy~1 - V ' T l~ b ITrI 1 ~ N rIN I ak4~o. CK) I ; L !J St Y.x -41 Vlz ~ Cr`~j ~.I Ip ~ I vl .z Z J I V, N y y l a I L .U•'. C TI m m m a 9 I? 7: I ~J T j- i I l y xl { }r ^ A o n v A n a v D O J ~ _I+ ~I fI•I(I~I..I ~ fl ~ Ui ry ~IN NI G m tAINN I- 1 1 I _ • 1-p pp 11- Np, I m 'A I ~ ~I 4I I ~4I ..I bl l~l H i _ I -,I T I ql' ql `4 QILQI rt i- q IT - _ I q IIm -..I M r~l \I IM ~ ~j A X ` o~`Gla yT - A r7l F--I a m I 'U ?~a ml~l;l=~ .I-'z.~an •n ~jil ~4Ia I "n 'c I a T N r, N ~ ll - I ~N J' 'J ~I NO ~ q 2 Z A - n 1 f•~ r-n1 Ll O I~ J C V 2 ~ ~I C.; C i G I a`" ym yr ~ ~ ~,~I 'I. I I~,^I i I I•gIJ I I I I z 7 +n I•n ~ I ~ vla I v` m _ z~~ am I m ~ n D ~ ~ III ~j = \t1% C,J m z I~ II c m m A Q ~Z = ` I f _ ~Lr A I _ i ,i n z Al -I ..mod- X N V Z ~ r ~S _ CJ p~, ; ; Ly { ~ D R 1~i_i U ~ Z 'i Q ~ ti •'I l FJ T i ;Fj - Q o N I Gj y„ O U Q N r ° N T pG a A ,V v~ 1G3 ~ C S /J IAt .J t TT I~l^ T N 1 ac ~ S 1 I ICI TO1 IN m 4 ~i r jl~ U I r 14, D A ~L s ~ ti a L m I' 7 U V U v. „ m C N P F Z: 7, J ' co 0 0 U) r C31 z - O n z N O w - e ,N 'w Cl r r -1 ~ O ~ rr 2 _C C r z - - ~ _ TX S ,t 1 tt5: i m n r~ fL~Y c JJ -I C 1 ~i4ldbl'i,' ;.rr, T r o I - t cc) ni m a Z~ m' c S,a Y y ~ ~ 1 7 C 4 J h 3~ .L 'f _ ' f rt ' v ~ L t _ _ Z 7 T~ 0r _ Y ? ~ ~ i as v n F v ^r .Y F C y - C F is i 1 H h C 4' 2 G - Ff C i JC .L O Pf.~ iT'J~ 6. ~ F t f C 4 ~ y 4 rt J G { J 1 C Y~ C G ] V :L - $s ¢ tt L~ ~ r t.] 0 L rS[ h' C ] ~ C - L P J f r C YI v 1 _ to i. ~ 4 _ F 4 U a 9 R G~ 4 Y T p ` i rt ;J _ m Y n h ^ r f ~ 5 V 1, u 7 ~S f. j 4 l _ T L C Y T ] J ~ G4 J rt = n _ rt " - c m ~ - a 5 ~ 4 a V 6' C 4 17 t2l n D _ P \~IN - - z C/) n 1-4 t z x I I o 71 m - p0~~ \