|
<br />LEEWARD SNOW LOADING 7.6 PSF
<br />
<br />F"'"
<br />"I
<br />
<br />RIDGE DRIFT 16.6 PSF
<br />
<br />BALANCED SNOW LOADING 25.2 ?SF
<br />
<br />BALANCED SNOW LOADING 25.2 PSF
<br />
<br />ROOF SNOW LOADING
<br />
<br />,
<br />,
<br />
<br />
<br />o
<br />
<br />@
<br /> 9
<br /> ;..
<br />@ ii:.
<br /> "
<br /><;) '"
<br />G
<br /> " ~
<br /> ~ ~
<br />@
<br />@ ""
<br /> '"Ii
<br /><0 '"
<br /> b
<br /> i.
<br />0
<br />
<br />@
<br />
<br />@
<br />".
<br />
<br />I@
<br />
<br />lW~'4'0v~m,,&<1
<br />
<br />5'X S' X 4' THK.
<br />CONe, PAD i! \/ALK
<br />DOORS
<br />
<br />
<br />@
<br />
<br />VontodfMgolhO
<br />
<br />A<>cl S,o,,, bMI
<br />~4G~G~'.';;BpAINTEO
<br />2"4,.,lti~.@2"o.c.
<br />'<c"-<r 'IZ"OTHROuo.'H<OLTS
<br />
<br />2x4low<t<""ords,ab<"..zo'"
<br />SPACE PEA T"USS MFG. SPEC.
<br />
<br />
<br />
<br />(21 S.'8'OlHAOUGH BOLTS
<br />
<br />12'0ve""AQ,'~a""<i"'.'G' ~.
<br />
<br />2M KNEE BRACE
<br />.'SPOABE"E"
<br />TVf'BOTHENOS
<br />
<br />,,z-X4.LAG 8OI.T
<br />4p/f2xllCohim~.
<br />.,SP@,O"-<)"a.c
<br />(Otg<ouedlfo"''''''Q O.Sl! '<II.}
<br />
<br />S;""S'(>b!PaMl
<br />:/'%aMAX.AIB
<br />Gl00GALV.&PAINTEO
<br />
<br />
<br />2""g;""wacOO~'.:l3Je'
<br />,~,
<br />41SP1'iSOMSA
<br />
<br />IJfg
<br />
<br />S' Conc<<!,,,, Fk>w{l:>y<>w""'1
<br />- . '",'.8 "2'7 m'^'r~'G'"
<br />,~,~_.,,'_~ I. ~
<br />
<br />2'.6"OlA,X'2"THICK ..,_.
<br />
<br />BUILDING SRCTION ^
<br />~1Vl.._l'-{1. ~"
<br />(0
<br />
<br />o
<br />
<br />(0
<br />
<br />(0
<br />
<br />o
<br />
<br />c,
<br />
<br />".
<br />
<br />".
<br />
<br />".
<br />
<br />"
<br />
<br />".
<br />
<br />".
<br />
<br />-
<br />A>'''~_-'''_'''f'''''''_'''''''__
<br />-,,~...._.........""".......~~
<br />-"1oo-__I':.......Qd>.......
<br />B) U 11I....0_ _~ --.......100- _ ""u>
<br />~:z ;r;:"".=.:~:::":"~
<br />C>:"'_lAyo.rt""'ftOOO"pW>'<<'_~"'"
<br />l>>~""aptlCO'S_--.
<br />P"...lln 1 ",., II.. A....,...hn%....~..i:nll
<br />
<br />~''''''Oll._
<br />(Z) It'.d NAlLS EACH
<br />GIRT
<br />....ALLGIRT
<br />
<br />..., _rn. _
<br />---
<br />
<br />(0
<br />
<br />(0
<br />
<br />@
<br />
<br />(2)
<br />l-----------------------::-----------------------J
<br />~
<br />
<br />".
<br />
<br />".
<br />
<br />@)
<br />".
<br />
<br />PROVIDE fIRE EXTINGUISHER
<br />AT VALK DOORS
<br />
<br />1;2'xI4'OVerh"3Cl
<br />
<br />4S' SLC-l TruSSElS
<br />@10'-O'o.e.
<br />
<br />LIGHTED EXIT IEMERGENCY LIGHT
<br />w/EXTERIOR REMOTE LIGHT
<br />(BY OTHERS>
<br />
<br />eoffi
<br />walk~
<br />e
<br />
<br />c,
<br />
<br />10@10'-O~",1Q{l'.O'
<br />
<br />100'-0"
<br />
<br />FLOOR PLAN
<br />
<br />SCALE: f/1l'..,'-o-
<br />
<br />@
<br />
<br />@)
<br />
<br /> "
<br /> "'
<br /> ;i;
<br /> C
<br /> "'
<br />I
<br />I ""
<br />I "
<br />I 1 '"
<br />~ .
<br />I
<br />I
<br />-, ~
<br /> "
<br /> ;;,
<br /> "
<br /> "'
<br />
<br />@
<br />
<br />@!
<br />
<br />@
<br />
<br />1
<br />
<br />14 DllW(LS t 16' DC
<br />DRILL IN TO fLOOR 4" HlH..
<br />12'
<br />"'"
<br />
<br />STOOPSLABfOKEtTrlN.FLOOR
<br />PITCH STooP
<br />l/4.?tRFT.HAX.
<br />
<br />
<br />.
<br />6X6111flll....\JF
<br />
<br />SRCTTON @ STOOP ~
<br />~l/".""-O~ ~
<br />
<br />---I- -;7 -,
<br />~!!Il
<br />. . Z~
<br />
<br />
<br />.~
<br />
<br />
<br />''''''
<br />
<br />~/j';i %1W
<br />t;,I~~
<br />lJ~~: lW Dl" X l(l" noc
<br />'H;X CONCRETE rooTING
<br />TYf'.ALL EN1l"....ALL
<br />Oll."""
<br />
<br />w
<br />
<br />END WALT. SECTION
<br />~"/~IJ",,"-9'"
<br />
<br />
<br />'"
<br />.
<br />..
<br />.
<br />.
<br />
<br />~
<br />llt"f>TH
<br />4'-3"
<br />4'-3"
<br />4'-3'
<br />4'-3"
<br />
<br />I"oonmi
<br />..eo'"
<br />.eo'><9"
<br />.. '><:9'
<br />"e1)'><8"
<br />
<br />,
<br />rl
<br />
<br />REINFORCING
<br />
<br />NOTES
<br />
<br />llflNfOOClNGSHAllllflNACCORll.t.NCE\IlIlHAClSP-tl6.
<br />Al..LLAPSSHAlLSEa..ASSir{PERACl31&-89)UNI.!SSKOlED
<br />O1'HE:R\lItStONiHEDESGND!lA\Ii1NGSORUNlESS'lHEIlEl'AAIR
<br />T1J<ESSPtOA.l. CARE TO PROW)E STAOOERED LAPS. USETOP
<br />IlAAl.APlDIG'lHSfORAl..LIl~ZONrfll.WAlLSARSAntl~
<br />TOP eAASlNSWlSAAtlBEAUS 0'09! 14"O€FJ>,
<br />l.APl..O<<;Tlt~m9ESPEClFlCAlLYNOTEOONORAIW<<:s~
<br />/lCORE'llimONtBARllAKESUPACQiTlHOOOS$1RlNG.
<br />
<br />MILD STEEL REINFORCING PROTECTION
<br />
<br />fOOl'lNCS -.9OTfl),I kSlOCS- - - - - - - - - - - - 'S'
<br />~~-TOP_________________r
<br />POllUtttRl'iAUS-fS4SWAt.Wl----------Hft'
<br />PEllIllHtRWAliS-f6klJ..l!(;ER- - - -- -- ---'1:'
<br />IHiE'RlORWAlJ..S---- ---- -- -- ---- -3/4"
<br />BEA>>S. GIRO(RS.Pl!."RSI.l:CCl..IJWNS (eMIr 1lfl6:sthulMl}-l-1/'1:'
<br />StABS-8011OWkSlOCS{T)I>iatIUnlasNoiedOlhenrise}-I'
<br />stABS - TOP (Unless Noted Olhcroriscr) - - - - - - - - 3/4"
<br />
<br />CONCRETE
<br />
<br />NOTES
<br />
<br />1. Al.LTOPSClLAIlOt!MJSAllU:SO<<.ARfTOOCROlOW/'R(),l
<br />TlfEIlUII.DlNCSlTE. AU.fOOlINCSARETOOCSU()i
<br />UNl)ISWRSID$OO.S. fUlORSANOstAIlSTOOCStTIJ'i
<br />COt.IPACTEOGll.&.Nlll.AAfllllNl'1:'WJlIWtAIUf1S.
<br />2. fOQllNGS NlD WAllS TOREAtH A I.llNIlMI IS 3,0001'9
<br />COlAl'RESSIVESTl![N(ll}lIN280AY$.
<br />3.lNNOC!&.SHAU.ASTRI.ICTlIIlALloIOOlflC\1IONBElMDETO
<br />t.NYCONCRffi:fOOTlNC,fOONtlATlON.ORSTRlICTUlW..IolOIBEIl
<br />UNtESSI'R('dOOSl-YmflOlalaYTHE.E)tGlffWl.
<br />4. SMI.ARPORTlONSOF"AIll/ll.DIl<<;SHAU.HA~SIllll.ARIlETAlUNG
<br />UNlLSS OTliERWfSE NOTED ON THE 0RA\l\NGS.
<br />~ THEOEStGN S1RfSSES OF" A!.LcotlCRfTE CONSTRUCllON NlDIlS
<br />RaATIDRDHfORCmG SHA!.LMt.EJ THERfClOllIDlENTSUSTrolN
<br />TtlEOC%HSTllESSESU:G(Nf}ANDTllE~N01tS.
<br />6.A!.LFtOORANOSlA8STOOCOJRUllN~ANa:\llntlllE
<br />tAltST ACI coot Rtctllft,lOOA'Il{W$. nooos AND StABS lO
<br />mt/.lto 'filTH A stAlEll~ AP?I.JtD IN ACCORDme!:':
<br />"MllIl.lAHUfACltlRESRtCOl.ll.lOl!Ml'lON$.
<br />
<br />DESIGN
<br />
<br />STRESSES
<br />
<br />CAST-IN-PLACE CONCRETE:
<br />rOOllNGS----------------Fe- 3.0001'9
<br />WAU$----- -- -- - - --- - __Fe- 3.oooPSl
<br />SlAB ON CRADE _ _ _ _ _ _ _ _ _ _ _ _ _re- 4,000 PSI
<br />SlOEWAlJ(S, APRONS, STO<J>S-. - - - - - - - _Fe- .,000 PSI
<br />RElNfQRCINGSTER.:
<br />TlEROOS{WJHfRAloIES)- --- - - -- - - f)"'6O,000PSl
<br />~~:-~-~~-------~~ggg~
<br />v.nIlElll\\llE loIESI-l- _ _ _ _ _ _ _ _ _ _ _ _ _ _ASlV185
<br />O'lHER - - - - - - - - - - - - - - - - - f)'" 60,0001'9
<br />STRUCWRALBOLTS:
<br />ANCHOR BOlTS - - - - - - - - - - - - - - A301 ORA3IJ
<br />D:f>AHSlOH aotTS- - - - - - - - - - - - - -MlXlE 1"\'P(
<br />SOIL BEARING CAPACITY - - - - - - - - - -"'" 2.000 PSI
<br />(m>E "<N Sat.S)
<br />WOOll
<br />2X4PURlJNS -------------- 210011lSRl.Jt
<br />2XllGtl<lS---------------- 165Olo1SRl.3E
<br />WOOOCt1!Jl.lNS ------------ ,!l...!:~~.
<br />DOOR HODERSklllSCJ'R..I.UlNG- - - - - -f2.Sl'FOR II(TJtR
<br />
<br />STRUCTURAL DESIGN LOADS
<br />
<br />STRUCTlJRAI OrslGN com:
<br />2006 WISCONSIN COMMERCIAL BUILDING CODE (IBC 2006)
<br />IlUlI.OlNGOCOJPANCYCAiEGffiY- - - - - - - - - - - - - - - - -.
<br />ExPOSURECATtGORY- - - - - - - - - - - - - - - - - C
<br />DrSIGN Ilvr I DAns;
<br />fJISH10Cft~1.lGHTsmu.cQ----------.----12sn
<br />ROOf"- - - __ - - - - -- - - - --- -- -- 20PSf
<br />orAD AND CO!! ATFRAI I OAO~
<br />OEADLOAOmG FlOOl'"- - - - - - - - - - - - - - - -lD.SPSF'
<br />COUA1'ERAl.LOADINC- - - - - --- - -- - - - - - - -2.0PS1'
<br />SNOW LOADS
<br />GROUNOSNOW- --- - - - - - -- - --- PIl-30PSf'
<br />St.0PEtl FlOQF SNOW- -- - -- - -- - ---P8.. 25,2PSf
<br />SNOW EXPOSURE FACTOR: - - - - - - - - - - - Co .. 1.0
<br />SNOW INPORTANCE FACTOR, Is - - - - - - - - - - - 1.0
<br />"THERMAL FACTOR, ct - - - - - - - - - - - - - - 1.2
<br />
<br />WINO lOADS
<br />t.lElHOO: Slt.lPUFlEO PRO'Y1Sl0NS FOR LOW-RISE BVILDINGS
<br />BASCWINOSPm>(3SECONl) GUS"I)- - - - - - - - - - 90IlPH
<br />YflNO IMPORTANCE FACTOR, If - - - - -. - - - - - - 1<0
<br />BUlLDlNGENCl.OSlJRE---- - - -- - - - - -ENCl.OS3l
<br />TERRAmCATEGQRY- - - - - - - - - - -- - - - - C
<br />EXPOSURE FACTOR - - - - - - - - - 1.0 (FULLY EXPOSED)
<br />SrlSUIC OrSIGN lOADS
<br />SElSNIC OESlGN CATEGORY - - - - _ - - - - - - - - - A
<br />SITE ClASSIFICATION - - - - - - - - - - .0" (PRtSUIlED)
<br />50S - - - - - - - - - - - - - - - - - - - - - -12.~
<br />501 - - - - - - - - - - - - - - - - - - - - - -7.2lCg
<br />IIlPORTANCE FACTOR - - - - - - - - - - - - - - - - 1.0
<br />
<br />GenerolNOles
<br />
<br />No.
<br />
<br />Rev,sio"jlS$ue
<br />
<br />'''''e
<br />
<br />MENTE ENGINEERING
<br />
<br />P.O.BOXSS1
<br />320W.MAINSTREET
<br />REEDSBURG,WI53959
<br />6()6.524-4701
<br />d.menla@fI'Onlklr.com
<br />
<br />=11W:101l
<br />
<br />MEIGS INC.
<br />BUll1lmG SPECIAlISTS
<br />P.O. BOX 412
<br />1527 HWY 14
<br />BLACK EARTH, WI 53515
<br />TEL 1.800.236.7310
<br />FAX 608.767.1730
<br />
<br />~<ojO<t-.".-
<br />
<br />LEGLER CONCRETE
<br />
<br />613U H<>nry Road
<br />4$',,1llQ'.1&'-4'
<br />BoUQvlll<l.WIS3SOO
<br />
<br />."'it<<
<br />11-009
<br />
<br />-
<br />
<br />-
<br />2.2Ul
<br />>o>l<NOTEO
<br />
<br />AID
<br />
<br />~
<br />AAocx,~-"\>/fiCS\"-OOll.(>M;
<br />
|