2nd Street 225 REVISIONS BY .
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CMU Wall ]Design
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I$&►�_ !,� ,d 1 oil1,,�11� 1) All masonry construction shall comply with the latest ACI 530/ASCE 5/TMS 402
r _ - "Building Code Requirements for Masonry Structures"
2 Grout all cells containing vertical reinforcement.
' 3) Provide one#S bar vertical minimum at all corners, intersections.
4) Provide one#5 bar vertical minimum each side of openings 4'-0" wide or less.
_ ' I (A LA 4 ��j 1-4r 1 W 0 a,// A» 0 n Provide two#5 bars vertical minimum at 8'-0" o.c. at each side of opening greater
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41 PC,:�' than 4'--0" wide.
I ---.. 5) Drilil and epoxy#5 bar into the existing concrete tie beam, 6" minimum
- I { __�. ____ embedment.
6) Proviide#5 bar vertical Ca 24" o.c. on three new walls.
4 Ir 5µa w� rJ I 7) Provide two rows of bond beam at the top of the new walls with 2-#5 bar cont. on
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u ` each► bond beam.
8) Where lintels bear on masonry walls, they shall bear on either a bond beam course
�X or oln cores filled with concrete. All lintels shall have at least 8" of bearing at each
{, , end unless noted otherwise.
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ACCORDING TO THE MAP R�COr' C7i=D It
THE CURRENT PUSUC -RECORDS OP DUVA COUNTY, FLORIDA. �
CES I IFI D i0:�l�Cf M. gb �� `Z�4 L1� Glrtl,�f7 /ryrP;,FJ iAAV�`O,c-I��•�=JT ?t�,C ',f del i C�r N .��_I( t:�leiJ�]r��='%I` r'.`71}+�. if�-Lr(Ir'ri�y t7
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0t/d' M"A Ofh�r �:oIJ•,�rG FAX (°04) 20-0612,
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I HEREBY CERTIFY THAT..THIS
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