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<br />~ <br /> <br /> <br />C <br /> <br />3 SIDES <br /> <br />U 1/2.3 1/2.3/8 <br />(lYP) <br /> <br />1- GROUT <br />(lYP) <br /> <br />~ <br /> <br />PL3/4xlOxO'-IO" <br /> <br />,., <br />, <br />... <br /> <br />RAIL BARS <br />1/2.2 1/2 <br />(GALV) <br /> <br />SEE <br />IOTe: <br />BELOW <br /> <br />P\.AN DIM <br /> <br />1 <br />I <br />. <br /> <br /> <br />... <br />. <br /> <br />b <br />.1 <br />i' <br />\-.or <br />:::- <br /> <br />l <br /> <br />rGRADE <br /> <br />f. <br /> <br />NOTe:: <br />lAOOER WIDTH SHAll Be: 1'-8", rLAAE <br />RAlLS TO 2'-6" WIDE ABOve: GRATING. <br />CltARANCES SHAlL Be: PER OSHA REGULATIONS. <br /> <br />..... <br />. ;1~ <br />-II> <br />0_ <br /><0 <br />-U..;J." <br /><"'... <br />~ -j! <br />!o: <br />... <br />",,,,'" <br />~8~ <br />, ~~~ <br />: 40_0 <br />-,.;- <br /> <br />SECTION 2 <br />SCAlE: 1"-1'-0" <br />SEe: THIS OWG <br /> <br />2 <br /> <br />3 <br /> <br /><4 <br /> <br /> <br />RrrE SUPPORT <br />STRUCTURE <br />(SEE OWG SI) <br /> <br /> <br />llll~ <br /> <br />SECTION 1 <br />SCALE: 1/2"-1'-0" <br />SEE THIS OWG <br /> <br />1/4 <br /> <br />SECTION 3 <br />s~h 1~,~rO;~-O: <br /> <br /> <br />l3 I/2x3 1/2.3/8 <br />(TYP) <br /> <br />SECTION 5 <br />SCAlE: I 1/2"-1<-0" <br />SEE THIS OWG <br /> <br /> <br />"1 <br /> <br />CL 3/4".2" SLOTTED <br />HOLES rOR 1/2". <br />BO\.TS <br />3/4'. <br />(lYP) <br /> <br />5 <br /> <br />2" <br /> <br />6" <br /> <br /> <br />.... .... <br /> <br />.. ... <br /> <br /> <br />l4.4.3/8 <br /> <br />\-< <br /> <br /> <br />to <br /> <br />SECTION 8 <br />SCAlE: I 1/2"-1'-0" <br />SEE THIS OWG <br /> <br />LJ 1/2.3 1/2.3/8 (lYP) <br /> <br />SECTION 4 <br />SCALE: 1 1/2"-1'-0" <br />SEE THIS owe <br /> <br />r <br /> <br />3/4-. GALV <br />BOLTS (TYP) <br /> <br />1" CROUT <br />(TYP) <br /> <br />PlJ/4.10.O'-IO" <br /> <br /> <br />6 <br /> <br />7 <br /> <br />8 <br /> <br />PL <br /> <br />2'-S 7/8" <br />4 3/8" <br />6'-6" <br /> <br />2'-S 7/1S" <br /> <br />3" <br /> <br />1 Illr: . HO\.E rOR <br />3/4 . A.B. (TYP <4 PLCS) <br /> <br /> b on .., <br /> , ... ,..; <br /> i:> ..; . <br /> . <> <br /> ... <br /> u u <br /> J., <br /> I <br /> ~ <br />J., <br />, ~ <br />~ .' <br /> In <br /> I <br /> ~ <br /> b <br /> .' <br /> Cl PIER <br /> <br /> <br />SI/ol <br /> <br /> <br /> <br /> <br />6'-S" <br /> <br />9 <br /> <br />10 <br /> <br />19'-6" L1/olITS OF GRATING) <br /> <br />14'-10' <br /> <br />2'-4" <br />(lYP) <br /> <br />4'-1 3/4" <br /> <br />"2'-S 7/ff <br />43/1S" <br />Cl PIER <br /> <br />2'-S 7/8" <br /> <br />~ <br /> <br />A <br /> <br />TYP 2 <br />PLCS <br /> <br />I <br />" <br />I' <br /> <br />.., <br />,..; <br />. <br /><> <br />u <br /> <br />In <br />I <br />;;, <br /> <br />B <br /> <br />TYP <br /> <br />~ <br />.' <br /> <br />on <br />... <br />..; <br />. <br />... <br />u <br /> <br />on <br />... <br />:? <br />. <br />... <br /><.> <br /> <br />.., <br />,..; <br /> <br />on <br />... <br />..; <br /> <br />b <br />I <br />;... <br /> <br />C <br /> <br /> <br />TYP 2 <br />PLCS <br /> <br />C10,IS,3 <br /> <br />~ TYP <br />52 <br /> <br />C8,13,75 BRACKET <br />(TYP 4 PLCS) <br /> <br />g <br /> <br />o <br /> <br />DRILLED PIER AND STEEL FRAME PLAN <br />SCAlE: 1/2"-1'-0' <br />STRUCTURAL NOTES: <br /> <br />flJ 1/2.3 1/2.3/8 <br />(T'lf' 4 PlCS) <br /> <br />... <br /> <br />... <br /> <br />SCAlE: 1 1/2"-1'-0- <br />SEE THIS .OWG <br /> <br /> <br />Cl PIER <br /> <br />1\1 ;;;-....... <br />.....>>.7J:.~.rD;...: <br />(miSiERfb~~ <br />i PRorlsslo"AL 1 ) <br />\ (~GIHnR 1 <br />,,~~;~~~~6 .....~ <br />~~ <br /> <br />DETAIL 7 <br />SCAlE: 1 1/2"-1'-0" <br />SEE THIS OWG <br /> <br />RELEASED FOR <br />s'2E!~:~~ Cl~~~~ <br /> <br />SIGNED DATE <br /> <br />I, ALL STRUCTURAL STEEL SHAPES AND PLATES SHAll BE ASTM "36, <br />UNLESS NOTED OTHERWISE, CONNECTIONS SHALL BE BOLTED USING <br />3/4" OIA/olETER MECHANICALLY GALV".'IIZED. ASTM "325 BOLTS. UNLESS <br />NOTED OTHERWISE WELDS SHAll CONFORM TO AWS 0.1.1, PREOVAUrlED WELDS, <br />2. All STEEL SHAPES SHALL BE rABRICATED AND THEN HOT OIP GAI.VANIZEO. . <br />3. GRATING SHAll BE I"" DEEP . 2;-0" WIDE MINIMUM . 19'-6" lONG U,N.O, <br />RECTANGULAR WELDED BAA "GRATING WITH 3/16" WIDE BEARING BARS FABRICATED <br />IN ACCORDANCE WITH NMMM. GALVANIZED. GRATING CLIPS SHALL BE PROI/lOED <br />BY STEEL rABRICATOR. <br />4. REFER TO owe; Al rOR STEEL rflAME lOCATION AND ORIENTATION. <br />S. ELEVATION OF Pl.ATf'ORM WILL BE SITE SPECIf'lC, HOWEVER. IN NO CASE SHAll <br />THE DISTANCE BETWEEN TOP Of' GRATING AND TOP or GRAOE EXCEED 4'-0". <br />6. ALL TRAY AND CONDUIT LOCATED ABOve: GRACE ACROSS A WAl.KING SURrACE <br />SHALL BE UARKEO WITH BLACK AND YELLOW HAZARD TAPE. , <br />7. lAOOER SHAlL BE INSTAlLED ONLY rOR lEASE SITES 2S'xJO' OR lARCER, <br />8." rABRrCATlON AND ERECTION OF STRUCruf!Ai. STEEL TO BE IN ACCOROANCE WITH <br />AlSC "I.WlUAl OF STEEL CONSTRUCTION" NINTH EomON. <br />9.' OI/olENSION WILL VARY DEPENOING ON ElEVATION or THE BT? PLATFORM. <br />FIELD VERIFY. <br />roo ALL CONCRETE CONSTRUCTION SHAll CONFORM TO THE l.A!EST REVISION <br />OF ACf 318. HAve: A 28 DAY COMPRESSIVE STRENGTH or 4000 PSI". <br />.. AIlD CONCRETE REINf'ORCIIlG STEEL SHAll BE ASTM A61S GRADE 60.." <br />II, FIELD SHALL CUT GRATING TO PROVlOE 1/2" CLEAR OPENING AAOUND <br />EACH CONDUIT FROU BOTTOM Of' EOUIPMENT, CUT A IolAXIMUM or FOVR <br />BEARING BARS PER PENETRATION. <br /> <br />E <br /> <br />f' <br /> <br /> <br /> I HEREBY (tRrn THAt nus OOCUUENt WAS SPECTRUM PROJect 0AA'llI~ M\ItoIStR .'" <br /> PA(P.Nl'(O S't ...( OR UHO(R UY OtR(ct SuPER- I~I BLACK & VEATCH SPRIN r 28660 MSC114S2 0 <br /> 'l\SION ""0 tHAt 1 .w A OUlY REGISTERED PRO- STRUCTURAL DETAILS <br /> FES51OIW. ENQNEER UNOER 1I<E uws or THE <br /> ::~oor ~dL- E.......([R l)IlAwH COO( <br /> IoKC TIPAR INVESTMENT MS03XC114V2 <br /> CAfE /D-?i_'Y~ REO NO. 24sa6 CH(CKED ~ Olol( ID-2f-'U MINNEAPOLIS MTA SITEl14 Nl~ <br />8Y IlX APP FU< <br /> <br />--- -----'-.. <br />=::.:===.::::". :f:~: <br /> <br />o 10 24/96 RELEASED rOR CONSTRUCTION <br />NO O~fE REVISIONS AND RECORD or ISSUE <br />