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<br />I'-- <br />I . <br /> <br />____._n_____ --~.. ..---....-.... -.'-" ...- -'.--" <br /> <br />"._ ..m_.._..._____ ._ .....--..--...---....--.- .__._.- .---. <br /> <br />H -1 <br /> <br />6.0' <br /> <br />0+0 <br /> <br />10' <br /> <br /> <br />I <br />+ <br /> <br /> <br />IL <br /> <br />- 2'- 7' <br /> <br />\ <br /> <br />+ <br />o <br /> <br />5' <br /> <br />L <br />l <br /> <br />r--o;- <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />: I <br />~-=..L_-2.. _ -2._-2._-2_-S__-i <br /> <br /> <br />5 REElAR - a BARS EACH iliA Y <br /> <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />i' <br />I <br />I <br />I <br />i <br />! <br /> <br />CIL <br />3' <br /> <br />ANCHOR BOLT PIN 105762 (2 REQUIRED PER LEG) <br />INST ALL IliITH ALL THREADS + 1/2' EXPOSED <br />TEMPLATE PIN 102B04 IS REQuIRED FOR INST ALLA nON <br />TEMPLATE MUST BE SECURELY DOUBLE-NUTTED TO <br />ANCHOR BOLTS DURING CONCRETE INST ALLA nON <br />GROUT NUTS AFTER LEVELING TOIliER <br /> <br />s' <br />1 <br /> <br />~. <br />GRADE <br /> <br />. 5 REBAR - 4 BARS EACH GIOE <br />(B' HOOK TOP AND BOTTOM) <br /> <br />--_._--_._~.__.-.-_._---_._-_.-._._--_._---------_._- <br /> <br />i <br />i <br />! <br />" <br /> <br />I <br />i <br />I <br />I <br />i <br />I <br />I <br />I <br />\ <br />i <br />I <br />i <br />I <br />i <br />I <br />I <br /> <br />. 5 REBAR - B BARS EACH iliA Y <br /> <br />NDTE: ALL REElAR REQUIRES <br />MIN. 3' CONCRETE COVERAGE <br /> <br />S'- g' <br />SQUARE <br />9.2 CUBIC YARDS CONCRETE REQUIRED <br /> <br />FOUNOATION NOTES <br /> <br />1. DESIGN REACTIONS: TOTAL IliEIGHT. _ 2.7 KIPS. MAXIMUM COMPRESSION - 43.3 KIPS PER LEG. <br />MOMENT _ 110;2 KIP-FT. MAXIMUM UPLIFT - 41.5 KIPS PER LEG. <br />MAXIMUM SHEAR - 2.3 KIPS TOTAL. <br /> <br />2. ALLOIliABLE SOIL PRESSURE ASSUMED TO BE 4000 PSF. <br /> <br />3. CONCRETE TO BE 3.000 PSI I 2B DAYS. REINFORCING BAR TO CONFORM TO ASTH A6~5 GRADE 60 SPECIFICATIONS. <br />CONCRETE INSTALLATION TO CONFORM TO ACI-31B BUILDING REGUIREMENTS FOR REINFORCED CONCRETE. <br />ALL CONCRETE TO'BE PLACED AGAINST UNDISTURBED EARTH FREE OF IliATER AND ALL FOREIGN OB~ECTS AND MATERIALS. <br />A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. <br /> <br />4. CROIliN TOP OF FOUNDATION FOR PROPER DRAINAGE. <br /> <br />I <br />I <br />I <br />TIM' 5 TOWER SERVICE r' " ..., .... ..,... '. .--,' <br />PART NO. 106 545 <br />ST. CLOUD. MINNESOT A . i <br />[NAME--' ,..-' -"'j -.. --"-" -.------...--; <br />u 3 . 0 X 80 . I , I <br /> <br />.,.' ~.~~EF~~~~D~T~.~_N,_._..J PLPYM10U-TRH OINDo'IAINNC4S.5s31 <br />. APPROVED By OR BY DATE I . A i <br />~~ DESCRIPTIO DATE CRF 14-~UL-BB i ! <br />REG. ENGINEER'" SCAL.E ..-... ,.., ijWG. ND:- .....,. ," PAGE' l <br />.__~~VISIO~-.._._,~:..'::~____,..J_..~~~:~.J~':~341.di1646-B '2 OF 2j <br /> <br />-129- <br />