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w' I r STRUCTURAL NOTES
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<br />4 5 ~ ~~2K~ ~ I II . I, 22x ~ J~ I ~ ~ 2 ~,~i~X OES IGP_l DATA
<br />- - - 'vlEl.U To `Oi5'~ ~ ~i I~'~h `USES
<br /> ,
<br /> fC - I,(;~(~il ;~~,i ~ -II,10,',~~ ivp~ >~.i(~,i~~'~' r! " CI:I'~, f~il ~Ial7', Ori
<br />r _ ~I ~ ~ ~ Mrs ~ ~~r~ _ . - - _ _ = I` grade and footings,
<br />~ T - ~ - - - - - - - - _ _ _ ~ ~ r - ~ - - fc - 4,000 psi compressive strength at 7R days, air entrained, fr,r -
<br />~ ~ ~ o all exterior concrete. ~ fy - 36,OOD psi structural steel - A3f.
<br />~ ~ I o i • i ~ ~ I fy - 60,000 psi reinforcement bars - ^i,l- ,~Ir 1~~,.
<br />~ I ~ I a ~ ~ I ~L~r~L ~ 'r I' ~ , ~ ~ fy - 50,000 psi Steel joists.
<br />7ia'. u ~ ~ w X ' ~ ~ V~'~~'x 1. ~ 2~2x21a x3~~bx~.o-; ~
<br />rti .}aNV V~AJ V (-'Tf' j a I ' W~2-3J~ ~ ~ ERIE I_QADS
<br />~ ' ~f r I `
<br />~ - -T ~ ~ ~ ~ ;
<br /> Root - 4C~ ;~,f l `
<br />sI / I ~ SOIL BEARING; ~7' `sir'! ;~:,I ~~,i Z
<br />P ~ r .T
<br />- u+ww - - " ~ - R~ ~ I , - - - 1`- ~ ~r 3,Q~)~) h~-I ~l`,~IIuYPrI. '~.,iillll'd(~Ui' I;~ 'Ji'g 'I' rl!.~i~i, 00
<br />>n--~? 2 A IAL f~n~I~ ~I.~VA IoN r ~ ~Ic~ ~v - l T LI~J'1~r;L ~ ~ ~ 3x x ~ ,c ~ ~I r 3 ~ CFA , ~ ,i _ i. / i l 1 DESIGN COiiI ~ W W Z
<br />ur ~Az ~ I~• I u ( ~3K~r/~~~'',~ ~ wzrn j All codes t„ Idtr~~,t edit i,~n, ~ a ~ ~
<br />T ~ ~ .~A,~ I~ ~ ~-J W 8~ ~ I ~ _ !'~,1 . -y,~ ~ox ~ Concrete -American Concrete institute (~1~, i ! i I~~linq Codc. F- ~
<br /> ~ Structural Steel -American Institute of Steel Construction ~~,eci- ~ z
<br />~ I r_ fication, W N ~
<br />I Steel Joists -Steel Joist Institute (SJI} ;;.r-~r ifica'.iin~S, ~ Z a
<br />r~~ ~I~ I C7~ AID ~ l , u~~ ~IE~ ~-j,~~ ~ Minneso±a State Building Code. o r I ? n t"' = 00 0
<br />~I,$ ' 'o .MALE - ~ •o
<br />I I I'~ ~E = -a OPENINGS AND DEPRESSIONS -Verify exact size and lc;cation of all open- V 0 logs and-provide ope in nos and sleeves as required by architectural ~ ~ can Z
<br /> ~nechanical and electrical drawings, Provide 3" X 3" X 5/16" angle w
<br />I ~ ~ UN r~f~u ~~K - I n r headers around all openings at roof unless otherwise noted, All open- ~ Q 3 0
<br />~ ~ 3 d ~ tl ~ ~ iii ii V logs not shown on structural drawings shall be placed between joist, ~ °o ~
<br />5r,~,~ ~ : -o 5 ~ ~ ~ Nm
<br /> ~ FOOTINGS BEARING -All footings shall bear an undisturbed ;nil r~r Z
<br />. - , f, granular-fill compacted to 95~ Modified Proctor Density,
<br />' CONCRETE FORMS -Concrete forms shall not be removed until ?he ~~~~ncr-et.e
<br />_ U~ u~, I ' has cured to a sufficient strength level to adequ t~ l u~~~,n, t ;,~a~i
<br />_ r 11 ~ weight loading as well as any applicable live '~~i .
<br />- , ~ !~I~IV II~~U'~ I'~ ~ ~It~ ELK- ~I 1 ~
<br /> vA~1~5 i ruc'~ur,~, _ , o CMariualEofEStaOdardrPraOt~celfordDetaclinnlP,e?n i~`lll I- ~Ittl,hf~t tr,
<br />I _ - - - ~ 1 Reinforcing supplier shall provide al~i a~ ~ ~.,~~;~~!n~' and `.ecurf`
<br />- ~ • all reinforcing adequatel~~.
<br /> - ray EL. vA~i~h ~ -
<br />\ 1 y, - t li, ~ ~ G/~ "J~~ ~II ~ ~Q ~ CONCRETE COVER ON REINFORCEMENT - Fooi~ings: 3". S~~,h; ~~n ~ rode: ine~~,h
<br />r 2.z Irv ~ ~ at center cif slab, Q
<br />~'~~V'~. U~ A~ tr if ~ t !a 1~, ~ ~ I. I ~d ~ ~ F ~ _ _ 5~ Vu~lb ~ ~ Z 0
<br />- - ~ , ~ ~A ~UI~' KR - ~ ~ "~,.c 4 I I ~ --y-- - - ~ i In _ - _ ' i 2~~~ ~j(UV ~~~io~G, ~ i i SPLICES AND DOWELS -Provide in accordance with ACI -latest edition, - u7
<br />, ~ 1 ~ Jl -1 V ? 1, ~ t ~2 F~YwV ~I~b ~ ~ section 3~and 1301, As a mini,num, splices ~~I,:,11 hn ?r~ har diame±ers W
<br />cor~~>.Lr;v , ~u r~+c.,~l.~v ~~11fo~~3~ ~ ~ ~ i~o><3~ 1~~P ~ ~ r i i or 1'0", whichever is greater, Z
<br />o ~ (~M n~~ ~ ~r 5 I3M N,~.w 2 I~ ~ ~ ~1 ?xJ', ~.OPi1', x~7 4~~ N~+~'r~ r7F W8~3I vlp,w ~ 2q ~ Orr ~ ' _ _ W ~ ~ MASONRY WALLS -Reinforce masonry wall, w~~-h r,t~~,~~ ~~;utr ~ru~~~~, ty~,~c Dur~-
<br /> ' _ j; ~ W ~ 0-Wal every other course and in additional courses as shown in manufact-
<br />.4 _rJl~( P,K,~ _r1c) ~ l~ ,~.,I h~ M ~~h~~~'~ urer's technical data, All concrete masonry units to be autoclave block,. Q
<br />. , r ' ~ MASONRY BOND BEAMS AND PILASTERS -Fill all masonry bond beams and J ~
<br />• ~ ? A 1 ? ~ - V~ ~ ~ u 2 - - w~ ~ ~w "r~1,~28•g ~ cores of block where shown with 3,000 psi concrete, Reinforce all brn ui Q
<br />1 ~i ~ I p~ iA I ~ - ; r{ r _s+ beams with 2 ~5 bottom and corner bars unless noted otherwise. Fill Q
<br />Y • i , . I all masonry pier pilasters with 3,OM ~,si concrete .,nd r.onstruct as ~ ~
<br />~ hCAvE , ~ I.p11 J Iii ~ it f c~- ~ CA'v~ 'O .~_rv i detailed. W
<br />t -
<br /> STRUCTURAL STEEL -All structural steel shall be as detailed, fabrica- ~ G(~/C~~ ~~~A~ L tea and erected in accordance witfa AISC "Specification for the Design,
<br />- ~ r ~ i1 1~ I 111 on Fabrication, and Erection of Structural Steel for Buildinns". w
<br />{ ~
<br />~ ~.I All connections shall be designed to carry maximum unifr~r°m load for the ~
<br />t121z~2~~x~b span as indicated in "AISC Manual of Steel Construction", Part 2, ~
<br />~ I, Allowable Load on Beams unless otherwise noted or detailed. All bolt, ~
<br />~ -l used in Connectir,n ,~~i!i~~ ~,~euc'rn°al ~,tr~~~l ~,+,,,11 aSTM11 `~neCifi- ~ Z cation A307-61T.
<br />- ~ M
<br />J ~ - -l- ~ ~ _ _ i~ ~ ~ \ ~i o~ Angle wall anchor.,hall be provided ~u~ ;~~11 l~~t~~~~~~~, k,r~~.,, i,:~; - ~ Z
<br /> wall<, f-- ~ O
<br />W - ~ ~ U
<br />~ 'p ,All `~IlU~1 `.L(~r~~ t_,,illlli?i..flUfl`: Shall he l~Cl~.li'~i I!1'~i'.I-'~l~ r!II ,'!P!ll,I:~~ '~~fli:~l
<br />- ~I q ~ ~ I'~. ~ w ~e7,4 _ GO~IG~.I~ w r~vY-IL v- N 2~ 5 P~oT~q. , , ~ I be done by a certified welder, All field connections shall be t,olted ~ W ~
<br />r ~?A~, W4'~l• ~ , aVEf~~ ~ A U, ~~iti~ E insofar as is pnssihle. Anv field welded cn•mectinn, must. he ~,hnwn ~,n ~ m
<br />. L I ~ ~ , rl ~ 2 ~n G ~ pu~ rl~,u ~ ~ r, xxxs a
<br />~JIT LtsU. I~~~L I W~r ~I YY ~/X~~ N~~ Irl F^ ~ / G I -'~?[i~) ~TEE!_ ~11.1I`T~, _ ~~i-Nk ~ ~I'71'.,tS ';}lil! ~ ''t II'' "~fl ' . ,Ill l i-`._t~ i i,~ ,~,.t ~ 'la~~~ I~I I
<br />~5 l~KT@ 2=Pa I~+e~hlc. ¢5 JGRTC 2'-8'` ,1x'14" rxri~ ' W with current specifications of the Steel Joist institute (SJI), Joist. m Z
<br />I~I.~J I~l,µ ~~Uh ~VW. h~~~ /~~j WALL t d ~ it ~ ~ ti ~ 'p supplier shall certify on the shop drawings that the steel joists have
<br />SSE ~ A I. been checked and approved by the SJI or must submit proof (Calculations
<br />AP7 V B NWT. ~ ~i IOPIA~ and test reports) that the steel joists c,~i,furi~, t„ all ;rinulatii,ns r,f the Steel Joist Institute,
<br />EIN ,Cr V~.DI ~IJlh' ~ Auul. IER,~ Wi~,~~ ~ ~ rNl. U,I~,I,X F , rl~, ~ o ,i ~ tk~p-5 U. ~f ~~~1lAl. U .i_
<br />Minimum top chord thickness shall he l;.i"
<br /> ~ ~ STEEL JOIST LOADS -All concentrated loads shall bE~ annlied to the ,jni,~
<br /> _ _ pane1 points;~Tlechanical equipm~,nt ~,u~~nn,~~r~~i ~~,~~r<, .hall I„~
<br />d ~ I I' ~I I I 1 supported from three joists mininn.~~~~.
<br />~ ~ Cl~IL ~ ~ V ~ I ~ I r ,F ~ I ~i~ I STEEL JOIST BRIDGINf, -Horizontal ria~,~l c,~„.,~, ;,ii,l~iin~~ ;r-lawn on
<br />0 I I drawings shah conform to the latest SJI specifications, Provide 1" X
<br />i f~ 1/8" bar bridging wall anchors and t~~nld hridriinq tr~ mall anchors after
<br />_ ~ ~ ro~~?t~ _ I.4 5~2•, ~ - ~ y > t t< ~r l h~ ~5's`lr•8 a-_~_ roof deck is in place.
<br />.p, ,f~ u~AZ~ 1 ~ ~ z LINTELS -See mechanical and ~ir~chite~tural dra,~~inl:, t~~,r ~~F,eninq:,.
<br />wu, WII~ ~ w ~ I ~ r + ~ I ~ ` Unless otherwise noted, provide one 4" X 3'2" X 516" angle for each
<br />~ ~ I ~ MAS,a,42•c o,c., ~ ~ ~ ~ JdP~%2~rrlIK/I~~1 i I d nominal 4" of wall thickness for masonry openings to 4'8" maximum, Unle
<br />~ I I 1 rl. ,a ~ ; ~ ~ A~b ~A~ ~u R ~ ~ i ~ I otherwise noted, lintel beams shall bear 8" minimum on walls and steel c
<br />i beams are to have angle wall anchors. dill 3 block courses minimum with
<br />I I s, ' concrete below all points of bearing for steel or concrete beams ~-!r lint.c:~ls.
<br />-~,:~c, hL~~ Ib4•a ' ~ ~ ~a~ ~ ~ I r
<br />'--r-r w,--r--- ~ ~ i f•---- 7 ~ . ~ ~ _ r I I i BEAM AND COLUMN BEARING -All beams and lintels bearing on concrete or
<br />~ r ~ ~ ~ masonry shall bear 8" minimum on grout pad and shall have angle wall
<br />b I~M~6r~~ 1 x anchors, Any opening wider than 8' shall bF~a, le~u.t. fo, each foot. ' of span at each end unless otherwise noted.
<br />a _ ~ ',r•, , ,4 I I - ~
<br />t~. , ' d' " - - 4yP~ 1. -Q c ~ I ~ ~ Prov.ide solid concrete bearing under all column bearing plates. ortAwM rtr
<br />t • 'X, I I ~ 'I rnI ~ I ~ ' 4 4. L[ D: I~ L d'
<br /> IT - ~ All walls shall be adequately braced before any backfil.linq is s'artc~d, cMECKrEU r,r
<br />~ ~ ~ fi ~ , 1. and until a~t~~r ru~,f ~~iructui~r~ i~. ~~n,iq~,,~tr~r! ;,nil b~,ildiu~l stability i~,
<br /> ~luaranteed, ECAIE
<br />1 - - . ~ ~ F P _ w Au. rx~r~ ~ ~ ~ ~ ~ ca~c
<br />1 I '
<br />GATE
<br />Ti, -vWL
<br />T
<br /> Joe NO
<br /> 7829
<br />`_-"I( )~I ~i s"all NO
<br />L ,Y'. J _ nJ. I~ Y
<br />0T FIB A L ~ FOP
<br />~'OV '21979
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