Platform. Platform. Platform. Platform. Lighthing Rod 5/8x4' 152 (12) DB874H 150. Pirod 15' Low Profile Rotable 107 Platform

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1 Lighthg (2) Pirod D874H 5' Lo Rod 5/8x4' Profil Rotbl Pltform TYPE ELEVATION Lighthg Rod 5/8x4' 52 (2) D874H 50 Pirod 5' Lo Profil Rotbl 50 Pltform (2) D874H 37 Pirod 5' Lo Profil Rotbl Pltform 07 APPURTENANES 37 TYPE (2) D874H 22 Pirod 5' Lo Profil Rotbl 22 Pltform (2) D874H 07 Pirod 5' Lo Profil Rotbl 07 Pltform ELEVATION MATERIAL STRENGTH GRADE y u GRADE A ksi 80 ksi y u TOWER DESIGN NOTES. Tor dsignd for 85 mph bsi d ordn ith th TIA/EIA-222- Stndrd. 2. Tor is lso dsignd for 74 mph bsi d ith 0.50 i. 3. Dfltions r bsd upon 50 mph d. 4. TOWER RATING: 99.3% A SHEAR 23 AXIAL 38 MOMENT 2542 kip- Lngth () Numbr of Sids Thiknss () Lp Spli () Top Di () ot Di () Grd () mph WIND IE AXIAL 32 SHEAR 27 MOMENT 300 kip- REATIONS - 85 mph WIND onsultg Engrs omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) : Projt: Summit Pol lint: SD Drn by: App'd: od: TIA/EIA-222- Dt: 2/22/03 Sl: NTS Pth: Dg :\MSDEV\PROJETS\ERITor\Dbug\Smpls\summitpol.ri E-

2 TIA/EIA Srvi - 50 mph Mximum Vlus Dfltion () Tilt (dg) Tist (dg) () onsultg Engrs omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) : Projt: Summit Pol lint: SD Drn by: App'd: od: TIA/EIA-222- Dt: 2/22/03 Sl: NTS Pth: Dg :\MSDEV\PROJETS\ERITor\Dbug\Smpls\summitpol.ri E-5

3 Plt thiknss is Plt grd is A Anhor bolt grd is A325X. 4. f' is 4 ksi. OUNDATION NOTES onsultg Engrs omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) : Projt: Summit Pol lint: SD Drn by: App'd: od: TIA/EIA-222- Dt: 2/22/03 Sl: NTS Pth: Dg :\MSDEV\PROJETS\ERITor\Dbug\Smpls\summitpol.ri -

4 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Tor Input Dt Thr is pol stion. This tor is dsignd usg th TIA/EIA-222- stndrd. Th follog dsign ritri pply: si d spd of 85 mph. Noml i thiknss of I dnsity of 56 pf. A d spd of 74 mph is usd ombtion ith i. Dfltions lultd usg d spd of 50 mph. A non-lr (P-dlt) nlysis s usd. Prssurs r lultd t h stion. Strss rtio usd pol dsign is.333. Lol bndg strsss du to limbg lods nd fdl supports r not onsidrd. Options onsidr Momnts - Lgs Distribut Lg Lods As Uniform Trt dl undls As yldr onsidr Momnts - Horizontls Assum Lgs Pnd Us ASE 0 X-r Ly Ruls onsidr Momnts - Digonls Assum Rigid Indx Plt v lult Rdundnt rg ors Us Momnt Mgnifition Us lr Spns or Wd Ar Ignor Rdundnt Mmbrs EA v Us od Strss Rtios Us lr Spns or L/r v SR Lg olts Rsist omprssion v Us od Sfty tors - Guys Rtnsion Guys To Initil Tnsion v All Lg Pnls Hv Sm Allobl Eslt I v ypss Mst Stbility hks Offst Girt At oundtion Alys Us Mx z Us Azimuth Dish offiints onsidr dl Torqu Us Spil Wd Profil Projt Wd Ar of Appurt. v Inlud Angl lok Shr hk v Inlud olts In Mmbr pity Autol Torqu Arm Ars Pols v Lg olts Ar At Top Of v SR Mmbrs Hv ut Ends Inlud Shr-Torsion Intrtion v Sondry Horizontl rs Lg Sort pity Rports y omponnt Alys Us Sub-ritil lo Us Top Mountd Sokts Lngth Tprd Pol Gomtry Spli Lngth Numbr of Sids Top Dimtr ottom Dimtr Wll Thiknss nd Rdius Pol Grd L A (65 ksi) L A (65 ksi) L A (65 ksi) L A (65 ksi) Tprd Pol Proprtis

5 2 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Tip Di. Ar I r I/ J It/Q /t L L L L Tor L L L3 - L4 - Gusst Ar (pr f) 2 Gusst Thiknss Gusst Grd Adjust. tor A f Adjust. tor A r Mult Doubl Angl Stith olt Spg Digonls Doubl Angl Stith olt Spg Horizontls Monopol s Plt Dt splt Dt splt is squr splt is groutd v Anhor bolt grd A325X Anhor bolt siz.500 Numbr of bolts 28 Embdmnt lngth f' ksi Grout sp splt grd A36 splt thiknss olt irl dimtr Outr dimtr Innr dimtr splt typ Pl Plt d L/Lr Appurtnns - Entrd As Ar Dsription Allo Shild omponnt Typ Plmnt Totl Numbr 7/8 No Insid Pol No I /2'' I '' I 2'' I 4'' I 7/8 No Insid Pol No I /2'' I '' I AA A 2 / klf

6 3 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Dsription Allo Shild omponnt Typ Plmnt Totl Numbr 2'' I 4'' I 7/8 No Insid Pol No I /2'' I '' I 2'' I 4'' I 7/8 No Insid Pol No I /2'' I '' I 2'' I 4'' I AA A 2 / klf d L/Lr Appurtnns Ars Tor Tor L A L A L3 - A L4 - A A R 2 A 2 AA A In 2 AA A Out d L/Lr Appurtnns Ars - With I Tor Tor L A L A L3 - A L4 - A I A R Thiknss A 2 AA A In 2 AA A Out Disrt Tor Lods

7 4 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Dsription or Lg Offst Typ Offsts: Horz Ltrl Vrt Azimuth Adjustmnt dg Plmnt Lighthg Rod 5/8x4' Non No I /2'' I '' I 2'' I 4'' I (2) D874H Non 5 No I /2'' I '' I 2'' I Pirod 5' Lo Profil Rotbl Pltform 4'' I Non 5 No I /2'' I '' I 2'' I 4'' I (2) D874H Non No I /2'' I '' I 2'' I 4'' I Pirod 5' Lo Profil Rotbl Pltform Non No I /2'' I '' I 2'' I 4'' I (2) D874H Non No I /2'' I '' I 2'' I 4'' I Pirod 5' Lo Profil Rotbl Pltform Non No I /2'' I '' I 2'' I 4'' I (2) D874H Non No I /2'' I '' I 2'' I 4'' I Pirod 5' Lo Profil Rotbl Pltform Non No I /2'' I '' I 2'' I 4'' I AA A ront AA A Sid Tor Prssurs - No I G H =.690

8 5 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by L L L3 - L4 - z Z q z ksf A G A A A A A 2 A R A lg Lg % AA A In 2 AA A Out 2 Tor Prssur - With I G H =.690 z Z q z ksf t Z A G 2 L A.000 L A L A L A A 2 A R A lg Lg % AA A In 2 AA A Out 2 Tor Prssur - Srvi G H =.690 z Z q z ksf A G 2 A 2 A R 2 A lg 2 Lg % AA A In 2 AA A Out 2 L A L A L A L A

9 6 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by z Z q z A G ksf 2 A 2 A R A lg 2 Lg % AA A In 2 AA A Out 2 Tor ors - No I - Wd Norml To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - No I - Wd 60 To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - No I - Wd 90 To

10 7 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - With I - Wd Norml To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - With I - Wd 60 To L L L3 - Slf A A A R R D D R A E trl. klf

11 8 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Slf R R D D R A E 2 L A Sum : OTM kip- trl. klf Tor ors - With I - Wd 90 To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - Srvi - Wd Norml To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf

12 9 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Tor ors - Srvi - Wd 60 To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Tor ors - Srvi - Wd 90 To Slf R R D D R A E 2 L A L A L A L A Sum : OTM kip- trl. klf Lod s Vrtil ors Sum of ors X or Totls Sum of ors Z Sum of Ovrturng Momnts, M x kip- Sum of Ovrturng Momnts, M z kip- Sum of Torqus kip- Lg rg Totl Mmbr Slf Totl Wd 0 dg - No I Wd 90 dg - No I

13 0 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Lod s Vrtil ors Sum of ors X Sum of ors Z Sum of Ovrturng Momnts, M x kip- Sum of Ovrturng Momnts, M z kip- Sum of Torqus kip- Wd 80 dg - No I Mmbr I Totl I Wd 0 dg - I Wd 90 dg - I Wd 80 dg - I Totl Wd 0 dg - Srvi Wd 90 dg - Srvi Wd 80 dg - Srvi Lod ombtions omb. Dd Only 2 Dd+Wd 0 dg - No I 3 Dd+Wd 90 dg - No I 4 Dd+Wd 80 dg - No I 5 Dd+I 6 Dd+Wd 0 dg+i 7 Dd+Wd 90 dg+i 8 Dd+Wd 80 dg+i 9 Dd+Wd 0 dg - Srvi 0 Dd+Wd 90 dg - Srvi Dd+Wd 80 dg - Srvi Dsription omponnt Typ Mximum Mmbr ors ondition Gov. Lod omb. or Mjor Axis Momnt kip- Mor Axis Momnt kip- L 48 - Pol Mx Tnsion Mx. omprssion Mx. Mx Mx. My Mx. Vy Mx. Vx L Pol Mx Tnsion Mx. omprssion Mx. Mx Mx. My Mx. Vy Mx. Vx L Pol Mx Tnsion Mx. omprssion Mx. Mx Mx. My Mx. Vy Mx. Vx L Pol Mx Tnsion Mx. omprssion Mx. Mx

14 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by omponnt Typ ondition Gov. Lod omb. or Mjor Axis Momnt kip- Mor Axis Momnt kip- Mx. My Mx. Vy Mx. Vx Mximum Rtions Lotion ondition Gov. Lod omb. Vrtil Horizontl, X Horizontl, Z Pol Mx. Vrt Mx. H x Mx. H z Mx. M x Mx. M z Mx. Torsion M. Vrt M. H x M. H z M. M x M. M z M. Torsion Lod ombtion Vrtil Tor Mst Rtion Summry Shr x Shr z Ovrturng Momnt, M x kip- Ovrturng Momnt, M z kip- kip- Dd Only Dd+Wd 0 dg - No I Dd+Wd 90 dg - No I Dd+Wd 80 dg - No I Dd+I Dd+Wd 0 dg+i Dd+Wd 90 dg+i Dd+Wd 80 dg+i Dd+Wd 0 dg - Srvi Dd+Wd 90 dg - Srvi Dd+Wd 80 dg - Srvi Torqu Solution Summry Sum of Applid ors Sum of Rtions Lod PX PY PZ PX PY PZ % Error omb % % % % % %

15 2 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Sum of Applid ors Sum of Rtions Lod PX PY PZ PX PY PZ % Error omb % % % % % Non-Lr onvrgn Rsults Lod ombtion onvrgd? Numbr of yls Displmnt Tolrn or Tolrn Ys Ys Ys Ys Ys Ys Ys Ys Ys Ys Ys Mximum Tor Dfltions - Srvi Wd Horz. Dfltion Gov. Lod omb. dg dg L L L L Tilt Tist ritil Dfltions nd Rdius of urvtur - Srvi Wd Appurtnn Gov. Lod omb. Dfltion Tilt Tist Rdius of urvtur dg dg Lighthg Rod 5/8x4' (2) D874H (2) D874H (2) D874H (2) D874H Mximum Tor Dfltions - Dsign Wd

16 3 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Horz. Dfltion Gov. Lod omb. dg dg L L L L Tilt Tist ritil Dfltions nd Rdius of urvtur - Dsign Wd Appurtnn Gov. Lod omb. Dfltion Tilt Tist Rdius of urvtur dg dg Lighthg Rod 5/8x4' (2) D874H (2) D874H (2) D874H (2) D874H s Plt Dsign Dt Plt Thiknss Numbr Anhor olt of Anhor Siz olts Atul Allobl Rtio olt Tnsion Atul Allobl Rtio onrt Strss ksi Atul Allobl Rtio Plt Strss ksi Atul Allobl Rtio Stiffnr Strss ksi ontrollg ondition Plt ritil Rtio.29 omprssion hks Siz Pol Dsign Dt L L u L 48 - () TP29.586x22x L (2) TP36.58x28.38x L (3) TP43.307x35.06x L (4) TP50.78x4.554x l/r ksi A 2 Atul P Allo. P Rtio P P

17 4 of 4 omputrizd Struturl Dsign Miluk, WI 5327 Phon: (44) AX: (44) Projt lint Summit Pol SD Dt 3::42 2/22/03 Dsignd by Pol ndg Dsign Dt Siz Atul M x kip- Atul f bx ksi Allo. bx ksi Rtio f bx bx Atul M y kip- Atul f by ksi Allo. by ksi Rtio f by by L 48 - () TP29.586x22x L (2) TP36.58x28.38x L (3) TP43.307x35.06x L (4) TP50.78x4.554x Pol Intrtion Dsign Dt Siz Rtio P P Rtio f bx bx Rtio f by L 48 - () TP29.586x22x L (2) TP36.58x28.38x L (3) TP43.307x35.06x L (4) TP50.78x4.554x by omb. Strss Rtio Allo. Strss Rtio ritri H-3 H-3 H-3 H-3 omponnt Typ pity Tbl Siz ritil Elmnt P S*P llo % pity L 48 - Pol TP29.586x22x Pss L Pol TP36.58x28.38x Pss L Pol TP43.307x35.06x Pss L Pol TP50.78x4.554x Pss Summry Pol (L3) 99.3 Pss splt 96.5 Pss hks RATING = 99.3 Pss Pss il

20.0 L SR 3/4 2L /2x /2x3/6x3/8 L /2x /2x3/6 L /2x /2x3/6 L /2x /2x3/6 3.4666 5 @ 4 884.6 DESIGNED APPURTENANE LOADING TYPE ELEVATION TYPE ELEVATION (9) FV90-2 20 Pirod 3' Low Profile Platform 20 TOWER

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