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<br />STRUCTURAL NOTES
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<br />1. STRUCTURAL STEEL TO CONFORM TO A. S. T . M. 1.- 36
<br />l. ALL STEEL JOISTS TO CONf'ORM TO LATEST SPECI FICATlONS
<br />Of THE STEEL JOISTS. INSTITUTE. PAINT TO BE ~~C)
<br />3. STRUCTURAL STEEL TO RECEIVE ONE SHOP COAT lC:.EC
<br />PAINT.
<br />4. STEEL JOISTS SHALL SE BRIDGED AS ERECTED. NO CONSTRUCT-
<br />ION LOADS SHALL BE APPLIED UNTIL ALL JOISTS ARE COMPLE-
<br />TELY BRIDGED.
<br />5, DRILLING OR PUNCHING OF HOLES IN JOIST CHORDS WILL NOT
<br />BE PF-ItMITTED,
<br />6. STEEL DECK TO BE PAINTED OR GALVANIZED. SEE PLAN fOR
<br />SIZE, GAGE AND TYPE AS NOTED.
<br />1. ALL CO:;CRETE FOR FOOTINGS, WALLS, PILASTERS , !;LABS, a!.OeK
<br />CORES, SOND & LINTEL BEAMS SHALL HAVE A MINIMUM COO'RES-
<br />SIVE STRENGTH OF 3,000 1',8.1, IN 2B DAYS.
<br />8. ALL CONCRI!TE fOR r:XTERIOR WALLS, DRIVES, STOOPS, WALKS
<br />SLABS & CrRBS SHALL BE AIR ENTRAINED & HAVE A STRENGTH
<br />OF 4,000 1'...,1-
<br />9, PLACING OF CONCRETE" REINFORCING STEEL SHALL COMPLY WITH
<br />TilE A.C.r. BLDG, CODE,
<br />10, SPI.ICES IN REINFORCING SHALL BE 30 liAR DIAMETERS OIl
<br />1'-0" MINIMUM
<br />11. REINFORCE ALL BOND BEAMS & LINTELS WITH 2 15'8 CONTINUOU.
<br />SLY.
<br />1" ALL OPf:NINGS 4'-0" " LESS SHALL HAVE MASONRY LINTELS U.N.O.
<br />1), REINfORCING TO BE GRADE 60 FOR 15 BAR OR LARGER.
<br />REINFORCING TO BE GRADE 40 FOR 14 JAR OR SHALl.ER.
<br />14. CONCRL~E BLOCKS AND MORTAR TO BE IN ACCORDANCE WITH
<br />TilE UNIFORM BUILDING CODE.
<br />15, AI.L STEEL LINTELS TO IIAVE 8" MINIMUM 8F.oARING. FILL 8I.OCK
<br />CORES UNDER BEARING. .
<br />JI>, ROOF DESIGNED fOR 4c. P.S,F. LIVE LOAD.
<br />J 7, STRUCTURE DES IGNED FOR I !!!o .... P. S. f. WI ND LOAD.
<br />
<br />FOUNDATIO~ NOTES
<br />
<br />1. ALL FOOTINGS TO BE ON UNDISTURBED OR COMPACTED SOIL,
<br />EACH HAVING A BEARING VALUE OF 3=0 POUNDS PER
<br />SQUARE FOOT MINIMUM, OTIIERWISE NOTIfY tNGINEEK.
<br />2, MINIMUM DEPTH OF EXTERIOR fOOTINGS TO IE 3'-6" IlELal
<br />GRADE. U.N.O.
<br />3. ALL CONCRETE TO 8E .3 1000 POUNDS PER SQUARE
<br />INCII,
<br />4, ALL FOOTINGS ARE CENTERED UNDER COLUMWS OR WALLS UNLESS
<br />NOTED OTIIERWISE.
<br />5. fOUNDATION WALLS SHALL BE ADEQUATELY SUPPORTED BEFORE
<br />AND DURING BACKFILLING OR COMPACTING SOIL TO PRtVEWT
<br />ANY DISPLACEMENT OR DEFLECTION.
<br />b. THE AREA OF TilE BLDG. SITE TflAT IS TO BE FILLED SHALL
<br />BE STRIPPED Of HIGHLY ORGANIC SOIL OR UNDESIRABLE
<br />MATERIALS AND TIIEN FILLED WITH COMPACTED SAND AND GRAVEL
<br />TO TilE UNDER SIDE Of TilE SLAB ON GRADE.
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<br />JOB
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<br />5.:;,..!! x' 40!! Aool TION
<br />/VE J;V a.e /<:5 H 7"0/'./, /'..-?/rv/r.../
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<br />
<br />LOCATION
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<br />CONTRACTOR
<br />
<br />,
<br />
<br />SHEET NO.
<br />
<br />PI.,.
<br />
<br />/
<br />
<br />RE.VISED
<br />
<br />APPROVED
<br />
<br />JOB NO,
<br />
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