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<br />STRUCTURAL NOTES
<br />
<br />I. STRUCTURAl. STEEL TO CONFORM TO A.S,T.H. A-Jh
<br />I., Al.L STEEL JOISTS TO CONI'ORM TO LArtST SPECI f'lCATlONS
<br />UF THE STEEL JOISTS INSTITUTE, PAINT TO BE '2..::>
<br />), STRUCTUiAL STEEL TO RECEIVE ONE SHOP COAT__ ~E~__
<br />PAINT.
<br />4, STEEL JOISTS SHALL BE BRIDGED AS ERECTED, NO CONSTRUCT-
<br />ION LOADS SHALL BE APPLIED UNTIL ALL JOISTS ARE COMPLE-
<br />TELY BRIDGED,
<br />5, DRILLUIG Oi PUNCHING OF HOLES IN JOIST CHOIDS WILL NOT
<br />BE l'!:IIHlTTED.
<br />6. STEEL DECK TO BE PAINTED OR GALVANIZED. SEE PLAN FOR
<br />SIZE, CAGE AND TYPE AS NOTED.
<br />~ l. ALL COI/CRETE FOR FOOTINGS, WALLS. PIl.ASTERS, SLAB~, 1l1.OCK
<br />CORES, 80ND . LINTEL BEAMS SHALL HAVE A HINIHlrn COMPRES-
<br />SIVE STiENCTH OF J,OOO p...f, IN 28 DAYS.
<br />8, ALL CONCRETE FOR EXTERIoa WALLS. DRIVES, STOOPS. WALKS
<br />SLABS . CURBS SHALL BE AIIt EI'ItRAINED & HAVE A STlENGTH
<br />OF 4,000 p....i.
<br />9. PLACING OF CONCRETE. REINFORCING STEEL SHALL C~LT WITH
<br />TilE A.C.I. BLOG. CODE.
<br />10, SPLICES IN iEINFORCING SHALL BE 30 BAI DIAMETERS OR
<br />l' -0" MINHllIM
<br />II. REINFORCE ALL BOWl IEAJoIS & LlIlTELS WITII 2 IS'. CONTI Nl10U ,
<br />SLY,
<br />ll. Al.L OPENINGS 4'-0" " LESS SHALL HAVE MASONRY LINTELS U.N,O,
<br />Ij, REINFORCING TO BE GRADE 60 FOR 65 BAR OR LARGER.
<br />REINFORCING TO BE GRADE 40 FOR '4 BAR OR SKALLf.R,
<br />14, CONCRETE BLOCKS AND MOiTAR TO BE IN ACCORDANCE WITH
<br />THE U~IFORM BUILDING CODE.
<br />15, Al.L STEEL LINTELS TO HAVE 8" MINHMI BF.Al.ING. FILL BLOCK
<br />CORES UNDU BEAllING. 11:
<br />16. ROOF DESIGNED FOil. 4~ P.S.F, LIV! LOAD.
<br />17. STRUCTURE DESIGNED FOR I ~. P.5.F. WIND LOAD.
<br />
<br />FOUNDATION NOTES
<br />
<br />I, ALL FOOrINGS TO BE ON UNDISTURBED OR COliPACTED 501 L,
<br />EACH HAVING A BEARING VALUE OF 3=0 POUNDS PER
<br />SQUARF. FOOT MINIMUM, OTIIERWISE NOTIFY INGINEEi,
<br />2, HINIMlJl1 DEPTII OF EXTERIOR FOOTINGS TO IE J'-6" BELOW
<br />GRADE. U.N,O,
<br />). ,\L1. CONCRETE TO BE :3 000 POUNDS PER SQUARE
<br />INCt{,
<br />4. ALL FOOTINGS ARE CENTERED UNDER COLUKNi 011. WALLS UNLESS
<br />:-lOTED OTIIERWISE.
<br />5, FOUNUATION WALLS SHALL BE ADEQUATELY SUPPORTED BEFORE
<br />AND DURING BACKFILLING OR COHI'ACTING SOIL TO PREVE>>T
<br />ANY DISPLACEMENT oa DEFLECTIO~,
<br />(" THE AREA OF THE BLDG. SITE THAT IS TO BE nu.ED SHALL
<br />BE STRIPPED OF HIGHLY ORGANIC SOIL OR UNDESIRABLE
<br />~TERIALS AND THEN FILLED WITH COMPACTED SAND AND GRAVEL
<br />TU TilE UNDER SIDE OF THE SLAB ON Gll.ADi.
<br />
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<br />fii!j] STEEL PRODUCTS
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<br />
<br />JOB
<br />
<br />FOR
<br />8"'-.E. K 40!! AOP/ rloN
<br />
<br />/VE J.<V B.Ii:: / c:i H ro/V, /'-r?,..,..." "'"
<br />
<br />LOCATION
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<br />CONTRACTOR
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<br />p'NIL pc-,e.e. QI"./
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<br />Pia..
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<br />I
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<br />SHEET NO.
<br />
<br />REVISED
<br />
<br />A~Rovao
<br />
<br />JOB NO.
<br />
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