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OTES L N TURA TRUC S COLUMN FOOTING SCHEDULE
<br /> TYPE SIZE REINF, PIER REINF.
<br />DESIGN DATA
<br />DESIGN STRESSES
<br /> C ~,~o ~ w•I~~x E.W. ~~'xl~~l ~ VET'" -
<br />fc - 3000 psi compressive strength at 28 days for all slabs on grade and footings.
<br />f - 4000 si com ressive stren th at 28 days, air entrained, for all exterior concrete. c p p 9
<br />fy - 36,000 psi structural steel - A36. ~~'~~e' ~~r~~,w a vEeT
<br />fy - 60,000 psi reinforcement bars - A615 grade 60. fy - 50,000 psi steel joists. - ~ ~ ~ . ~~s ~ ~ ~ - -
<br /> E x ~•r~ x I' ~ ~ • ~ ~ I e I'I~~ ~r ~ V E
<br />LIUE LOADS: - F ~ 4 x ~ ~j• 5 E,vJ ~bx i~ f iE ~.w q~. ~I;aT .c,
<br />Wind - ZO psf } ~ -1~10~-'~ Ic " ~ I ' Ilo x I~. ~'~io ~ I ~Ca ~v c,
<br />Roof - 40 psf - i`~H ---+-+F- --1 - H ~ -.1 ~
<br />6 5 SOIL BEARING DESIGN VALUE: 5.5 4.5 4~ 3 ~ ~ Z
<br />~ I u ~R
<br />ntr ctor to verif in field. '~°-4 3000 psf assumed. Co a y I I r~t.o ~ V QH Y
<br />,d ~ ~ it i I , _ ~~+v5 ~v ~ A N
<br />OESIGN CODES: " ~ 4 ~ ' ~
<br />~~~-o" roe ~4,0,~ 2g,o~~ ~ ~-p~'~ ~E B W Z
<br />All codes to be latest edition. Concrete - American Concrete institute (ACI) Building Code. + - 2a-o ~ W z
<br />Structural Steel - American Institute of Steel Construction Specification. i Na~~o 0 ~
<br />Steel Joists - Steel Joist Institute (SJI) Specifications, i
<br />Minnesota State Building Code. U~'E; ~ ~~Ic~ ~ WVi
<br />~ w
<br />OPENINGS AND DEPRESSIONS: Verify exact size and location of all openings and provide E X ~ ~~t•~~c~l~l _ _ _ _ _ _ _ _ ~ r 0 Z N
<br />openings and sleeves as required by architectural, mechanical and electrical drawings. - - !'rovide 3'" X 3" X 5J16" angle headers around all openings at roof unless otherwise noted. A t;~ E~ ~ ~
<br />All o enin s not shown on structural drawings shall be placed between Joists,
<br />P 9
<br />FOOTINGS -BEARING - All footings shall bear on undisturbed sail or granular fill compacted a' '~j.2 i,p CC.1`IL~ ~ 'Z Orc ~I ~i (IJh~..I l°' ~ Q ~ p
<br />to 951 Modified Proctor Density. og ~
<br />- ~
<br />CONCRETE FORMS - Concrete forms shall not be removed until the concrete has cured to a n~
<br />sufficient stren th level to adequately support dead weight looting as well as any ~`~P C,G 9 applicable live loads. A5 ~~Q'V A5 ~l:Q'V ~ ~ ~ m ~
<br />CONCRETE REINFORCING - Detail and place all reinforcing according to "Manual of Standard Jf- ii S. ~ R
<br />Practice for Detai ing Reinforced Concrete Structures", Reinforcing supplier shall provide ~ r ~ - _ ~ ~
<br />all accessories to su ort and secure all reinforcing adequately, r _ _ _t T'~ - ~ - ~ _ _ _r ~ ` _ _ PP q
<br />- - - - - -rt F~---- - _ • m h t center of slab, _ i ~ G _ r--- ' 4
<br />~Of1CRETE COVER ON REINFORCEMENT Footings. 3 Slabs on grade. es a - - ~ ' ~ ~ , ' TFe.~b ~b ~
<br />~,PLICES AND OOWELS - Provide in accordance with ACI - latest edition, Section 805 and 1301. ~ ~ ~ . TF ~
<br />A; a minimum slices shall be 30 bar diameters or 1'-0", whichever is greater. I . P
<br />~ i
<br />- 11 with heav dot truss t e Dur-O-WaI ever other ~1 ~~ASONRY WALLS Reinforce masonry wa s y y yp Y ~ o ~i U Q
<br />course and in additional courses as shown in manufacturer's technical data. All concrete ~ ~t ~ Z o
<br />masonr units to be autoclave blocks. , ~ Y ~ I ._J I ~ - Z _ ~
<br />- 11 m onr bond beams and cores of block where MASONRY BOND BEAMS AND PILASTERS F~11 a as y ~ u~
<br />shown with 3000 psi concrete. Reinforce all band beams with 2 ~5 bottom and corner bars Q z
<br />unless noted otherwise. Fill all masonry pier pilasters with 3000 psi concrete and r ~ ~
<br />construct as detailed. _ _
<br />C q. a - - - e B - - - - ' ! - - ~ 0
<br />STRUCTURAL STEEL - All structural steel shall be as detailed, fabricated and erected in c_ ~ ~ ~ , ~
<br />r accordance with AISC "S ecification for the Oesiqn, Fabrication, and erection of Structural ~ ~iop 'b 'g' Steel for Buildings ~ ~ ~ ~ - ~ ; z ~
<br /> 0 0 - I-
<br />All connections shall be designed to carry maximum uniform load for the span as indicated ~ ' F-- ~
<br />in "AISC Manual of Steel Construction", Part Z, "Allowable Load on Seams" unless otherwise no i in nn i n i tr ctural steel shall conform t " >~~'~~~`'G ' r I Q
<br />tell or Beta led. All bolts used co ect o w th s u o ~ ~ ASTM Specification A301-61T. - ~~C~ArI~~Ic~I~ ~ ~ ~ I _ _ _ 1
<br />" i~ 1~~~A Angle wall anchors shall be provided on all beams bearing on masonry walls. ~ Z \1
<br />r; ; ~
<br />All sho steel connections shall be welded or bolted. All welding shall be done by a ~ u ~~~,Tz~~- P i
<br />i i n tin h 11 bolted insofar as is ossible. An ~ _ ~r~~`~i tort fled welder. All f old co net o s s a be P Y ~ i r' - 6 ~ - , - - -
<br />field welded connections must be shown on sho drawings. P Q ~ $ r ~
<br />STEEL JOISTS - Steel 'oists shall be deli nod and erected in accordance with current ~ J 9
<br />specifications of the Steel Joist Institute (SJI), Joist supplier shall certify on ' ~ Q
<br />the sho drawin s that the steel 'oists have been checked and a roved b the SJI or u ~`~w~ P 9 J PP Y ~ ~iN•
<br />nform to all ~ must submit proof ~calculat~ons and test reports) that the steel Joists co ' ~ r~ ~ oW
<br />Stipulations of the Steel Joist Institute. ' _ ' _ - - I ~ ; ~ I
<br />~ !I Minimum top chord thickness shall be 1J8". ~ I "~I
<br />~ ~ ~I i O W E
<br />STEEL JOIST LOADS - All concentrated loads shall be applied to the joist panel points. ~ I~ I~ ~ ~ m
<br />I Mechanics equipment supported from joists shall be supported from three joists minimum.
<br />IL _ 1 r , ll. W 3
<br />STEEL JOIST BRIDGING - Horizontal or rigid cross bridging as shown on drawings shall ~ _ i ~ W
<br />conform toto t~atest SJI s ecifications. Provide 1" X 1 8" bar brill in wall anchors d ~ :roll weld bridging to wall anchors after roof deck is in place. ' L _ _
<br />LINTELS - See mechanical and architectural drawings for o eninas. Unless otherwise noted, I _ p ~ i i
<br />provide one 4" X 3'2" X 5/16" angle for each nominal 4" of wall thickness for masonry r~~l l ~r~ ~I ~ i L1/I w GIG ~,•rl J d ~
<br />c~~;enings to 4'-8" maximum. Unless otherwise noted, lintel beams shall bear 8" minimum ~ i I ~Ij ~r b B~g vJw M ; ~
<br />un walls and steel beams are to have angle wall anchors. Fill 3 block courses minimum II
<br />with concrete below all points of bearing for steel or concrete beams or lintels. ~ ~"IPA~Tii~ G¢ArIVI.+a~2 ~ ~ ~ ~ c~~ rl w~~ ~ ~
<br />BEAM AND COLUMN BEARING - All beams and lintels bearin on concrete or masonr shall bear !©P hlof, EI• ion ! o"
<br />9 Y minimum on grout pad and shall have angle wall anchors. Any opening wider than 8 shall I I'
<br />bear at least one inch for each foot of span at each end unless otherwise noted. . 'C'oQ cgrJ~, P'~le, I i .
<br />L, r--~ ~ r- 1 r--:~ E- P I'~'' '
<br />Provide solid concrete bearing under all column bearing plates. ~ ~ - - . _ i ~ ~ w~ I,E~55 r~D ~~"w ~5E ~ ~ H A - ~ A' - A - ~
<br />t A
<br />All walls shall be ode uatel braced before an backfilling is started, and until after ~ I q Y Y ru rc~af ;trucrure is completed and huildino stahility is r~uarantPed, ~ ~~~.o ~.i
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<br />ti 10/4/79
<br /> 101 NO
<br />(6 i 5 4 3 1 7829
<br />FVG & FND PLAN - SHIFT No
<br />OCT 4 1179 c)
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