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GENERAL NOTES <br />1. TOWER OESICN CONFORYS TO STANDARD EIA/TIh-222-F FOR f00 NPH FASTEST-11lLE BASIC MIND SPEED WITH <br />NO I CE. <br />TOWER OESIGN CONFORMS TO STANDARO EIA/TIA-222{ FOR 100 MPH FASTEST�IILE BASIC WIND FPEED WITH <br />.5' RAOIAL ICE WITH LOAD DUE 70 WIN� REDUCED BY 25X M/EN CONSIDERED SIYULTANEOUSLY NI7H ICE. <br />2. NO TWIST AND SWAY LI4ITATIONS SPECIFIED OR USEO FOR THIS TOWER. <br />7. YATEP:.\L: (A) SOLID RODS TO ASTM A572 CRADE 50. <br />(8) ANCLES TO ASTM AJB. <br />(C) PIPE TO ASTM A500 CRAOE B. <br />(D) STEEL PLATES i0 ASTM A36. <br />(E) CONNECTION OGLTS i0 ASTM A325 OR ASTY A�49 (Fu=120 K51 ANO Fy.92 KSI) AN� <br />ANCl10R BOLTS TO ASiM A572 GRAO[ 50. <br />�. BASE REACTIONS PF.�2 EfA/TIA-222-F FOR 100 MPH BASIC WIND SPEED WITH 0.50' RADIAL ICE: <br />TOTAL WEICHT . 3.? NIPS. MA%IMUM COMPRESSION � 83.2 KIPS PER LEC. <br />MOFIENT - IB7.5 KfP{T, HA%[MUN UPLIFT � 80.5 KIPS PER LEC. <br />MAXIMUM SM[AR . 4.2 HIPS TOTAI. <br />5. BASE FEACTIONS PER EIA/TIA-222-F FOR +00 MPH BASIC WIND SPEED W[TH NO ICE. <br />TOTAL WE[GHT - 2.7 KIPS. YAXIMUN COMPRESSION - 49.7 KIPS PER LEG. <br />1AOAIENT - 148.0 KIP-FT. FIAXIMI'N UPLtFT � 47.9 NIPS PER LEC. <br />MAX[NUTA SHE�R � 3.2 KIPS TOTAL. <br />8. FINISH: ALL BOLTS AftE C�LVANIZED [N ACCOROANCE WITH ASTM A153 (HOT DIPPED) OR ASTM 8695 CLASS 50 <br />(MECNANICAL). ALL OTlIER STRUCTURAL MATERIALS ARE CALVAN[2nD IN ACCOROANCE WI7N ASTN123. <br />7. ANTENNAS:60' (1) SQL229 USINC 7/B' LINE NOUNTEO ON A STANDOFF ARM. <br />10� (1) SftL229 U51?!C 7/9' LINE YOUNTEO ON A STANDOFF ARM. <br />NOTE: (A) ELEVATIONS ARE TO THE 80TTOM OF TI1E ANTENNAS, E%CEPT FOR MICROWAVE DISMES, WH[CH ARE <br />TO THE CENTERLINE. <br />(B) ALL TRANSFIISS[ON LINES MUST BE PLACED ON P[ROD SUPPLIED L[NE BRACKETS PART / tt22�9. <br />8. REMOVE FOUNDATION TEIIPLATE PRIOR TO EREC7INC TOW`R. INSTALL BASE S:CTION WITH NINI4W OF 2' <br />�LEAHANCE ABOVE CONCRETE. SEE BASE SECTION PLACEMENT ON PAGE 8. PACK 1JON-SHRINK STRUCTURAL CROUT <br />UNDCR BASE SECTION AFTER LEVELING TOMER, <br />9.1AIN. WELDS 5/i6' UNLE55 OTHERWlSE SPECIFIE�. ALL WELDINC TO CONFORN TO AWS D1.1 <br />10, AL.. UOLTS AND NUTS !AUST �E IN PLACE BEFORE THL ADJOINING SECI'lONS ARE INST�LLEO. <br />11. ALL STRUCTURAL BOLTS ARE TO BE TIGHTENED TO A SNUC TIGMi CUND[TION AS OEFINED BY AISC <br />SPECIFICA7ION UNLESS OTNERWISE NOTED. A MORE OUANT[TA7IVE ALTERNATIVE APFROACH TO ACNIEVING A <br />SNUC TIGHT COND[TION IS,TO TiGHTEN US MG THE TOROUE VALUES FAOM DRAWING 123107-A. <br />12. EIA CROUNDING FOR TONER. <br />S1NUCMES IS A OIVISIM Of VALupvf IM1151111E5. INC. QqlXmiilp <br />Fro'a f100)]30.OFT - ID/2p/30U� 11: JI <br />L� , � <br />� z � <br />( <br />FXPIREB SA,200! <br />Joseph P. Jaoobs, WA Pmfesalonel Enq�i�eer�i �593 <br />BNSF RAILWAY <br />WEST SEATTLE. WA <br />IILE ND. <br />ri��R��<� <br />�.:::� :�a" srauc�urses <br />Y1,1t�1p M0. <br />iti%z�s <br />