Loading...
HomeMy WebLinkAboutElevation Calculations¡ t { t. 1 ?, !{ 73v1.o -77?A.75 ?qttui:"6 +127¡?%3 u., 73zq.o ",,, -732b.6 ',F'\ 2,2 &)ow'*'rn.fr'ntchftøv ,= 772e,.5 ''+.77?O,0 :. * ¡t l ..',}*70* :l ".-1¡0' ELEV; ,þ I ELEV:73?p.00' ! , '_:. ; t -t t 1. ? ä¡ a z i t t 1 I I ai å 1 7328ft: { ! :I E! i Á at i;.' ELEV:7328. O' ä{ ELEV:7348.M' é GRADE BREAK ELEV:7i128.80' T,L ELEV:7328.56'I 1zþ.0 ?vL.75 'la BARN FINISHED FLOOR r EL. = 7329.0' ELEV:7329.m' 25" 2a 27 'tb 2e 21'l^*?0-*". 1çze.ç R,*l .Lg6 ^l^ J ELEV: ENGINEEREO ROOF TRUSSES (BY OTHEHSi ROOF NAILERS PER PLAN 2x6 GIRïS @t 24" A.C Wt2x4 STIFFENERS PER PLAN POST PER PLAN 2x6 PRESSURE TREATED BOTTOM GIRT TYPICAL TYPICAL UNREINFORCED CONCRETE PADS. SIZE VARIËS PER PLAN West 1/4" = 1 '-0" Kæ7 t- $'ôJ m wail Height 14'- o', e.t o c Post Base o-4', - 8', tJ/,,JnwÁ MrÞ- FotN I ùo ìhc{ I I I I -* I I flüt