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HomeMy WebLinkAboutFoundation Plan.. CD ------------ 10',c36' l"'Odit b1:ei,r, ' @ ◄@'•◄ll'x\8" H~ ~-l ! ,._,. Foundation Plan Scale: 1/4" = 1•-0• I L- -, I I _.J .. 6 i sq ~ #5 on 12' Ql'1d 14 Stfrl"'up I! 12' o c. 14 stll"'l"'Up I 12' o.c. 0 ' Ill! ] c~ct.-ri S1.t"'uC.tw-ai.l '" ul'\dt'r ai l\ c:ancre-1• tc r.trord i :: p': ::0~6l~~F pl"Ovidtd by Oti'ldl""S .. typ. Section 1 Scale: 1• a 1•-0• <D 6 112 _,. Section 3 Scale: 1" = 1'-0" P"OYld♦ dt'O .... Of' 6HY ''"°" towndetb, Un• ror l"lln . dlstanc:• of 10' ~'5 on 12• gl"'lal 1/2 0 i, " p,-o'fld• M'&b~ uo.y (f"On ,~AUoft lln• for l'lln. Ckto.i,c• of lD' LIMITATIONS Of RESPONSIBILITY AND LIABILITY DISCLAIMERS Tllo undonlgnod dHlgn onglnMr 1pocl0colly I\.':: 11:.,:co.ra~'. ~:"~~"!~~•:"Ju~~ on th• attached plan•• Cronk Conatn.,otfan lnoorporvt.d rapre.Hnta ~~ tt:; ~":".ir.~r.,~ 1:n~~~~,!:i•.~~11• ::'!in~orl:;~:,.:_c:;::•~ tr.'~~:. of N!• :-;:~ •• 0{n:i!::•-::,0~~r.n~:.t;.•r,n ·ir:·;~n ar or In o"y of our contract., Th• followlng monufoctu,.d oompon1nh hov. d:,}:n-::1a eo0n:Jd:':.d .~.!hpt 1~:h.:. d:,,"r- ofgnod dot!gn onolnoor'• ,.1pon1lbUlty/llc1bllllr, 1 . prolabrfcaled 11111 building oompononla REINFORCING SCHEDULE PAD SPECIF'ICATIONS GRADE BEAM SPECIFICATIONS ~-IO'x36" gro.ole beo..l'I w/5-tlS cont. QSI '--------•;..2...;o;..· _______ --,1 ~ Topi 2-#5 6• frol"I top Botto1'11 2-lt-5 6' f°r"DM bottol"I Int• 1-415 spo.cea equally 12' o.c. between top o.nd bettor, CQl'IJ)QC:te d Stl"'UC"tUl"lll fllt ~r at~conc~te to oFF'or-d =~ P~ ~~~~12;.~;o~;r W-0 .. ~ ouw,. •. typ. Section 2 Scale: 1• = 1'-0" 1 !, c:Ol'lpact•d i;truc:tural flll unalvr aU concrete to o.ft:Ol"'d :;· p!~" ~l-~~lll2;.~~J~' ~,.ovld•d by otMrs, typ. Section 4 See.le: 1" = 1' -0" re/nf'orclng steel Vert• 1-MS spo.ced ◄8" o.c. cont. top to botto"' •Ith 9' L-bend In Footing under """" 16'x10' footing with 2-#5 cont. CONCRETE FLOOR SPECIFICATIONS ~-s• concr'ete rtaOf" with ~ tl4 rebo.r on 2-4~ grlal LOADING DESICN CRITtfUA Roof -:to 11 .. /10 onow/3 dood Collalen>I (office a,..) -:t Floor -1lob-on-grad1 Wind -115 mph; OJtpoouro C Sol,mlc Doolon C<itogory -O.502C Column loadlnga a1 apeclfl,d by S!Hl Building llanufaotu,.r .wm: CONTRACTOR TO f'IEU) VERIFY ALL DIIIENSIONS SHOWN _NQI£ PROVIDE EXPANSION CONTROL JOINTING ~ .. ~:JI o~~~ U::'~~ _NQI£ PROVIDE ANCHOR BOLT ~IACEIIENT AS PER STRUCTURAL fflEL PLANS OPEN .. HOLE SOILS REPORT IS REQUIRED AT FO OTING INSPECTION ~j7aa._P F I vi cl ud e, c»v1!f 4diOJ1 vefoYr fov sfntduY'J +-, II \