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<br />Structural Notes
<br />DESIGN UN[T STRESSES% ,
<br />�AUCT6fiA1EL - A.S.T.M. A36.
<br />REINFORCING STEEL - GRADE 6G. '
<br />CONCRETE I", • 7,000 I/S4. IN. AT 20 D YS. •
<br />s M eN
<br />LSD,
<br />HOLLOW - w. Gs TFo
<br />pp ��L-.O�� Lq-IC, � Q T(PE
<br />ES1GN-�4o PSF c1.oGK 1 { 1 ,
<br />FOOTINGS
<br />IN LIEU OF SOIL BORINGS FOOTINGS HAVE BEEN DESIGNED FOR.A MAXIMUM
<br />501L BEARING PRESSURE OF 2000 PSF. 'IT WILL BE THE RESPONSIBILITY
<br />AND
<br />OF THE THAT
<br />t. TO VERIFY LT I VAL
<br />UE FO
<br />R GEARING CAPACITY
<br />INSURE TIV1T IT I'I^ HOT RESULT IN DAMAGING DIFFERENTIAL SETTLEMENT.
<br />• - IF SOIL AT OOTT'y ,F FOOTIht IS OF QUESTIONABLE -,!RING VALUE,
<br />THE ARCHITECTS OFFICE SHALL BE NOTIFIED AT ONCE
<br />- WALL FOOTINGS TO BE STEPPED WHERE ELEVATION CIIAr,LE AT 1 VERTICAL
<br />TO 2 HORIZONTAL IN VERTICAL INCREMENTS OF 1'-4" (MAX iMLH),UNLESS
<br />OTHERWISE NOTED,
<br />- ALL EXTERIOR,WALL FOOTINGS SHALL HAVE A MINIMUM SOIL COVER OF
<br />31•6" MEASURED FROM BOTTOM OF FOOTING UNLESS NOTED OTHERWISE.
<br />SLABS ON GRADE '
<br />'-@i M HOED OTHERWISE, SLABS ON GRADE SHALL BE PLACED IN CHECKER-
<br />BOARD OR LANE FASHION. POURS NOT'TO EXCEED 2500 SQ. FT. DISTANCE
<br />BETWEEN CONTROL JOINTS SHALL NOT EXCEED 25 FEET. -
<br />STRUCTURAL STEEL
<br />-CODE�FOR' •mLY-TLnAL S'iEEL DF,SII'N, .FABRICATION AND ERECTION - A.I.S.C. -
<br />BTH EOIIiON.
<br />- ALL BOLTS TO BE 3/4.0. A325 HIGH'STRENGTH UNLESS NOTED OTHERWISE.
<br />SHOP CONNECTIONS MAY BE A.i.S.C. SPEC., 8TH EDITION, UNLESS OTHERWISE
<br />NOTED.
<br />- ALL STEEL DBEARING O
<br />EA'45 N MASONRY SHALL HAVE ALL THE CORES OF THE MASONRY
<br />UNDER THE 845E PLATES FILLED SOLID WITH CONCRETE TO THE FOOTING BELOW.
<br />BUILDING CODE - MINNESOTA STATE BUILDING CODE.
<br />REINFORCED CONCRETE '
<br />liEINFORCED CONCRETE DESIGN AND CONSTRUCTION - A.C.I. 310-77.
<br />- WHERE REINFORCING BARS ARE SHNN CONTINUOUS, LAP BARS 24 DIAMETERS AT
<br />SPLICE, UNLESS OTHERWISE NOTED.
<br />- PROVIDE SUITABLE BOLSTER BARS, CHAIRS, ETC., FOR SUPPORTING REINFORCING STEEL
<br />IN PROPER POSITION WHILE PLACING CONCRETE. ALL BARS SHALL DE TIED
<br />TO PREVENT DISPLACEMENT DURING CONCRETING.
<br />EXCEPT FOR OTHERWISE SHOWN. SLABS ON GROUND SHALL BE 5" THICK AND SHALL
<br />BE REINFORCED WITH 6x6.8/8.WELOED WIRE FABRIC.
<br />- EXCEPT AS NOTED OTHERWISE, ALL FOOTINGS FOR 12" MASONRY SHALL BE 24"
<br />-WIDE x 12" DEEP WITH 2-15 BOTTOM CONTINUOUS. PROVIDE 3" COVER ON BARS.
<br />CONTRACTOR NOTE
<br />- STCTJRAL MEMBERS INCLUDING JOISTS, SLABS,•BE,tMS, TRUSSES, COLUMNS AND
<br />WALLS ARE OESIGNEO FOR "IN PLACE" LOADS. CONTRACTOR IS RESPONSIBLE FOR
<br />BRACING, WITHOUT OVERSTRESSING, ALL -STRUCTURAL ELEMENTS (AS REQUIRED AT
<br />ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT.
<br />SEE FbltS ,, , H
<br />t'IFTA11_ n l f ` .
<br />>11
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<br />Y
<br />\ verT H -1, 1444-
<br />,. .. °.,. € .... .
<br />Finnr Cnn.-qt- Jnint
<br />I hereby certify that this plant, 6peciflcatlon, or report was
<br />prepared by mo or Lmdor my direct wpervWon and that
<br />1 a duly registered undo, the laws
<br />C
<br />0-
<br />A ,
<br />- • &-
<br />�
<br />H J, MCCOnkOy IIIC i COMMISSION NO,
<br />Hills Gilbertson Architects Inc rj
<br />104 Weet Franklin Avenue Mlnrvapolle MN 55404 553.13
<br />CbmM€SSION NAME'
<br />Warehouse for
<br />DRAWING TITLEI
<br />Details , Wall Setions &
<br />DATE ISSUEDa
<br />Y:25 Apr 86
<br />DRAWING NO:
<br />am
<br />nt e 1
<br />Cn
<br />- 9
<br />Roberts Properties
<br />Schedules
<br />GATE REVISED
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<br />ConsuW nD EapemOrR BRAWN aYr
<br />OIN Italnapin AnWNu &I.
<br />tUlwA�a,MN65100
<br />Roseville! Minnesota
<br />2 Jun 86
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