Laserfiche WebLink
� <br />Tt..�•.. � . : . . � .. ...r�..-. .� . .. . <br />(".ry.:. .. . <br />�. � . <br />' {: t <br />�, <br />,rt'; <br />;+ <br />'+ <br />:� <br />,", i <br />; <br />,� <br />A <br />j. <br />c r;� <br />t i' 9 <br />T� �1 <br />'.;.%_: <br />t �'; . <br />;: <br />i <br />+ <br />1 <br />. � +�+'�1��� <br />'fyy�/ -0 <br />i�F{�%�� i 4i S <br />�..� <br />****� F. CHST ;IN F'I_ACE REINFORCED COIVCFiETE: <br />1. Conci�ete o•f Following �0-�iay strength: <br />"Ou0 psi. (5 sack cemeni/cyd: ma;;. 6 gal. water/sacl:) <br />for a11 structural concrete. <br />Ma:;imum size aggregate 1 1/2". Ma::imum sl�imp 4". <br />Add Master Liuilclers Po�zolith per mfr's r�ecommendations to <br />all cancrete. <br />Con�rete for e::terior aialF:s to be air entr�ined t5% air). <br />2. R=in•Forcing steel ASTM H-61� grade 40. <br />Detail, fabricate and place in accordance with the latest <br />edition oF A.C.T. "Manual of Standard Practice". <br />Suhmit shopdi�awings �For approval prior to fabrication. <br />3. Cnncrete cover on reinforcing steel (clear <br />dimensinns): <br />Non-e::posed vertical f�ces-----------------1" <br />4ertical. faces e:;posed to earth or aie�ther• �" <br />Hottum u' �Foutings------------------------ 3�� <br />q. ;_a�� all. •Field splices .��.4 dizmeters with minimum of <br />1� inches. <br />Bend o�iter wall and •footing bars 1� inches or use corner <br />bars at all corners and int�rsectins. <br />5. Provide taio �#.�i bars in top of found�tion walls and <br />in footings. <br />Doo-iel foundatiun �aalls to •fuotings with #� >; 1'-6" dowels u� <br />24" o.c., embed 6" into rooting.,No �hear 4:cys required. <br />b. Rei;ifor�� around wall and slab openings �•�ith sides <br />of 1�" or• gre�ter- with to-�o #5 bars e>;tending �4 inches <br />6eyond corners on all {our sides. Pruvide one extra #5 <br />diagonzl h�1r, 4'-0" long at each corner. <br />7. 4-Inch slabs on grade (non-reinforced) to have <br />1-incYi deep surFace .inints at 1�'-p" ma>:. o.c.. Sawcut <br />within 24 hn�.irs or instali Zip-5trip. Locate joints at <br />column lines. <br />Foll subyrade and moisten before pour. <br />8. Vihrate all concrete. Segregation n•F inaterials to <br />be prev�nted. Test cylinders are not required. <br />9. f'lace no •fill ��gainst foundation or b�sement walls <br />until �loors �re in place, or o-�alls have been adequately <br />sh�i^ed to resist.l�ter�l earth pressure. <br />�x�^- .... <br />..:..._ _ <br />#%k�* F. . MASONRY•: (no soeci<al inspection) <br />1. Hollov� masonry units: F'm = 1350 psi. <br />Half u half C.M.U, pr clay units. `" <br />Mortai� type S: 1 P.C.;1/2 lime putty;4 s�ind (UBC �4A) <br />Groul•: 7 S�c4; mi:: peagravel concre�e. <br />2. Fein•Forcing �teel ASTIh A-615, grade 40. . <br />3. Place grouts in lifts of 4'-�" max. <br />4. l�Jall Reinforcing: <br />8" PJall: 1#.=, vert. u� 4fl" o.c.; 3/16" joint r/f u� 8" u.c. <br />Install two bars in corners, at wall intersections,"'wall <br />endings aniJ around openings. Use corn�r bars •For o�ft�i" bars <br />i.n hond beams and at intersecting walls. <br />S. Fmhed all reinforcing, anchor bolts, anchors, etc.'I <br />in solid grout for full length �nd depth. <br />b. Dowel all vert. wall r/f to foundation. Min. l�p 20 <br />inches. '� <br />7. Instali ver:ical crack control ,ioints �t 40'-C�" <br />o.c. ma>;imum aiith Dur-O-Wall Rapid Control Joint in <br />Page 2 <br />_ ; +'% <br />�1 �; <br />"�,:_ <br />s;;. <br />,; ;.. . <br />�.i1 <br />;,ti�; <br />,. a {: <br />. -a'. <br />, <br />