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<br /> <br />®~Ie~~l~WU5D 618~~ ~ii~t1198Y <br />2'-10" <br />Qr~~~~(~Il£d.Y4Ttc'C~! <br />~ <br />:- ~~ § @ t 9 <br />~ <br /> <br />`T o <br />in -~'.~ <br />G2ty.1 Qty.2 <br />~~~~~ffi~~~ ®~~ll <br /> a~ <br />raerue- <br />~ <br />~ <br />~/ <br />P1dtLtllY <br />an. na <br />rn.amev wra <br />r~~m <br />I-rx~ <br />7~f~ <br />~ g ~~0 <br />° DO NOT <br />~ <br />D <br />§ 5 E <br />~ <br />ro..~'1G'ww r,~ <br />omaaxwwm mwne <br />'° <br />r <br />+ <br />M rrir-nx"~iw` uWhe <br />~ w. <br />wmc ~ <br />w Deem x wxniw w was <br />eOwAR~ero N <br />I(IL <br /> <br />E E <br />r _ - <br />.~ p W <br />8 <br />~.I 6 h <br />i< III <br /> <br />r '_ <br />out <br />~~ <br />~~ V r <br />Dow <br />racroc <br />-!I <br />< _ <br />~~, wxnnu ~mw <br />nnu ww <br />FONNOP110N DESIGN NOIES~ <br />1. Concrete sholl have 0 minimum camprcssiue slrcngU of 3000 PSt Ol 28 days. <br />2. Cunsan loo6ngs deagrmd using 0 soil bearing lorce of 200 PSF per fool LOteml. <br />FOIINDF7IDN DESIGN NO1F5: <br />1. Concrete shall hove 0 minimum compressive elrength of 3000 PSI Ot 2B days. <br />2. COinon footings designed using o soil beONng force of 200 PSF per foot Lolerol. <br />IF this soil cond'dion does trot exgt, H is the Erector's rcsponslbllRy to have 0 mw <br />bow designed for the existing soil condltiom by 0 tiwved SWCtuml Fnginwr. M this SOiI contliti0n does hgl exist, it is the Erectors responsibility to have a new <br />Dose designed for the existing soil conditions by 0 licensed SWctur0l Engineer. <br />DFCION WMOLOAD~ <br />9awd on the 2006 Intemofron0l Building Code using Exposure C and 90 mph winds. DESIGN WINOLOAD~ <br />Bused on the 2006 Inlemotion0l Building Code using Exposure C and 90 mph winds, <br /> Date:1-5-2009 <br /> CVS CS#46603 Revisions: <br />~ ~ 1418 Elmhurst Rd. <br />4~ Elk Grove Village NEC GOUnt C Rd Rt 23 & Rice St. Rt 49 <br />y <br />1 ~ ® <br />Sdulions g mrnois sooo~ <br />IJwnllt Little Canada, MN 55113 <br />y <br />