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Agenda - Planning Commission - 07/11/2007
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Agenda - Planning Commission - 07/11/2007
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Last modified
3/21/2025 9:41:53 AM
Creation date
7/5/2007 3:11:31 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Planning Commission
Document Date
07/11/2007
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<br />~-- r'" <br /> <br />..i..._ <br /> <br />'~ <br /> <br /> FI>.BRICAIEO SECTION DATA <br />SECTION SEC SECTION LEB/WALL 8R...CE ISECTION - T <br />LENSTH . PAFlU SIZE SIZE WEISHT OIIlM LENSTH . <br />20' S- 1.5 100210 7/B " 1/2 " 205. 2/B " 2-112" 51 <br />20' S- 2.0 100211 1 " 9/15" 2B6. 112 " 2" a <br />20' S- 2_5 100212 1- 1/4 " 5/B 444. 511S" 2-1/2" 51 <br />20' S- 2_D 100242 1 112 . 9/1S' 550. <br /> <br />r------ ---- --.---- -------.-------- ---- --.- -- <br /> <br />~ <br /> <br /> <br />-7 <br /> <br /> <br />S - L5 <br />P!N i00310 <br /> <br />A <br /> <br />VIEW A <br />TYPICAL LEB CONNECTION <br />FOR F.o.BRICATED SECTIONS <br /> <br />-7 <br /> <br /> <br />S - 2.0 <br />P!N iD03H <br /> <br />VIEW B <br /> <br />2' <br /> <br />-7 <br /> <br />~ <br /> <br />BO' <br /> <br />S - 2_5 <br />P!N 100312 <br /> <br />-7 ~ 2'- 5" <br /> <br /> <br />S - 3_D <br />P!N 100243 <br /> <br />I <br />I <br />I <br />i <br />I <br />I <br />1--- <br />I <br />11. <br />i <br />I 4_ <br />5_ <br />I <br />I S_ <br />I 7, <br />I <br />I <br />I <br />I <br />-, <br />I <br />L-6------------- <br /> <br />B <br /> <br />3' <br />C-C <br /> <br />TO 'WIND i <br />I <br />i <br />i <br />; <br />i <br />I <br />I <br />I <br />i <br />I <br />TIM'S TOWER SERVICE ,--------------------...-----j <br /> <br />[^:~i~:~R~:~~:~~:f;:~~~:~c .1 <br /> <br /> <br />APPRDVED--Sy----l PRey ----DA~ PL YI>1DUTH, INDIANA 46563\ <br /> <br />OATE! I HEB, ENSIlorciOR --I s~~~.~-:.JU-=::~ -1 OWG-~NO~-~-;-6-4--6----B -- ~~GE-II' <br />RES _ NO AS NOTED 1107:3: 1. ) Lll - 1 OF 2, <br /> <br />NOTES <br /> <br />TOWER DESIGN CONFORMS TO E!A STANOARO RS-2EE-0 FOR 50 MPH BASIC WIND SPEED WITH 0_50" R...O!"'L ICE WITH LO...O DUE <br />_REDUCED BY 25~ WHEN CONSIDERED SIMULTANEOUSLY WITH ICE PER SECTION 12.2_15 OF THE STANDARO_ <br /> <br />12_ HATER!"'~ IA) TOWER MEMBERS 2/4" AND LARBER: Fy-5D, ODD PSI. (B) TOWER MEMBERS LESS THAN 2i4" Fy-25.00D PSI. <br />S_ SASE REACTIONS: TOTAL WEISHT - 2.7 KIPS. MAXIMUM COMPRESSION - 42.2 KIPS PER LES, <br />MOME"" . HO .2 Klp-FT. MAXIMUIo! UPLIFT - .( 1. S KIPS PER LES. <br />MAXIMUM SHEAR - 2_2 KIPS TOT...L_ <br />FINISH: HOT OIPPED S"'LVANIZEO AFTER FABR!CATION_ <br />ANTENNAS:WEATHER R..O~ AT TOP OF TOWER <br />Iol...RTI ANTENNA AT 75' <br />Io!IN. WELDS _1i4" UNLESS OTHERWISE <br />121.0. SAOUNOINS FOR TOWER_ <br /> <br />4' STL ANTENNA AT 75' <br /> <br />SPEC!FIED. ALL -WELOINS TO CONFORM TO AWS SPECIFICATIONS_ <br /> <br />G'~ OESCRIPTIo <br />REV!SIONS <br />
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