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<br />STRUCTI1RAL NOTES
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<br />I. STRUCTURAL STEEL TO CONFORM TO A.S,T,M. A-36
<br />l. ALL STEEL JOISTS TO CONfORM TO LATEST SPECI fICATlujo/S
<br />OF THE STEEL JOISTS INSTITUTE. PAINT TO BE ~e;C)
<br />], STRUCTURAL STEEL TO RECEIVE ONE SHOP COAT ~et..
<br />PAINT, - '---
<br />4, STEEL JOISTS SHALL BE BRIDGED AS ERECTED. NO CONS'fRUCT-
<br />ION WAllS SHALL BE APPLIED UNTIL ALL JOISTS ARI' Cl>>U'LE-
<br />TELY BRIDGEO,
<br />S, DRILLING OR PUNCHING OF HOLES IN JOIST CHORDS WILL NOT
<br />BE PERMlTTBD.
<br />6, STEEL DECK TO BE PAINTED OR GALVANIZED, SEE PLAN FOR
<br />SIZE, GAGE AND TYPE AS NOTED,
<br />1. ~LL CONCRETE FOR FOOTINGS, WALLS, PILASTERS, SI~BS, BLOCK
<br />CORES, BOND & LINTEL BEAMS SI~LL HAVE A MINIML~ C~RES-
<br />~TVE STRENGTH OF 3,000 p.8.i, IY 28 DAYS.
<br />8. AU CONCRETE FOR EXTERIOR WALLS, DRIVES, STOOPS, wALKS
<br />SLABS & CURBS SIIALL BE AIR ENTRAINED & HAVY. A STlE!I(;T11
<br />OF 4,000 1',...1.
<br />9, PLACING OF CONCRETE' REINFORCING STEiL SHALL C~I'Li WITH
<br />THE A.C.I. BLDG. CODE.
<br />SPLICES IN REINFORCING SHALL BE 30 !Ai DIAMETERS OR
<br />1'-0" MINIMUM
<br />REINFORCE ALL BOND BEAMS & LINTF.LS WITH 2 IS'8 CONTImJOU.
<br />SLY.
<br />ALL OPENINGS 4'-0" , LESS SIIALL HAVE MASONRY LINn:LS U,N.O.
<br />REINFORCING TO BE GRADE 60 POR 6S BAR OR LARGER,
<br />Rf,INFOllCING TO BE GRADE 40 FOR 14 BAR OR SHALI.F.R.
<br />CONCRETE BLOCKS AND MORTAR TO BE IN ACCORDANCE WITH
<br />THE UNIFORM BUILDING CODE.
<br />ALL STEEL LINTELS TO IIAVE 8" MINIMUM BF.AIUNC, FILL BLOCK
<br />CORES UNDER BEARING.
<br />ROOF DESIGNED FOR
<br />STRUCTURE DESIGNED FOR
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<br />FOUNDATID~ NOTES
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<br />J, AI.L FOOTINGS TO liE ON UNDISTUII.BF:D OR COMPACTED SOIL,
<br />EACII HAVING A BEARING VALUE OF 3=0 POUllDS PER
<br />SQUARE FOOT MINIMUM, OTHERWISF: NOTIFY ENGINEEII.,
<br />2. MINIMUM DEPTH OF EXTERIOR FOOTINGS TO BE )'-6" BELOW
<br />GRADE. U.N.O.
<br />3, ALL CONCRETE TO BE ::3 1000 POUNDS PER SQUARE
<br />INCl!.
<br />4, ALL FOOTINGS ARE CENTERED UNDEII. COLUMNS OR WALLS UNLESS
<br />~OTED OTHERWISE.
<br />S. FOUNDATION WALLS SHALL BE ADEQUATELV SUPPORTED BEFORt
<br />ANIl DURING IlACKFIl.LING OR COMPACTING SOIl. TO PIl.EV~T
<br />ANY DISPLACEMENT 011. DEFLECTION,
<br />6. TIlE AREA OF TilE BLDG. SITE TIlAT IS TO BE FJI.I.F.D SHALL
<br />BE STRIPPED OF HIGHLY ORGA~IC SOIL OR UNDESIRABLE
<br />MATERIALS AND THEN FILLED WITH COMPACTED SAND AND GRAVEL
<br />TO TilE UNDER SIDE OF TilE SLAB ON GRAni,
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<br />l.!:!!!1 720 FIRST ST SW NEW BRIGHTON. MN. 56112 - (6121636,2600
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<br />LAYOur
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<br />JOB
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<br />5....!!. x' 40 ~ A O~;N r,oN
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<br />/'/e:JA./ a,e/G'HTO^"" /Y?/"...."r./
<br />
<br />LOCATION
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<br />CONTRACTOR
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<br />r= N / L. "c::> e- If'!:/e. 0"'-/
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<br />5HEET NO.
<br />
<br />/
<br />
<br />RE.VISED
<br />
<br />AH'ROVED
<br />
<br />JOB NO,
<br />
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