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11. 1 t-up Panels �-'�"'` <br /> Com with all applicable safety co�e oalf"-r this type of <br /> � const tion. " <br /> Use hi-ea cement. (f'c,a,3;0'�p; fs= 24 ksi for Grade 60) . <br /> Add extra rei ci �'eel and temporary strongbacks as <br /> required for 1 nd erection. <br /> Erect pan�e.��'���after spec concrete strength has been attained, <br /> but no.t-•� o� oner than one week a the pour. Ase ,job-cured test <br /> cylTnders. <br /> c"" Apply Sonneborn Hydrocide on freshly placed co e,. <br /> F. MASONRY: (No special inspection) <br /> . Hollow masonry units, f'm=1350 psi (half & half C.M.U. ) <br /> r ype , -"PC'-=-�g .i�ime-putty----33�.s1Clt . sand (UBC.,:�IA) <br /> •.�.:.. : <br /> Gr • � 2,000 psi peagravel concrete (7 sack) . " " <br /> � <br /> Reinforetr�g steel ASTM A-615, grade 40 . <br /> �4 <br /> Place grouts �a lifts on higher than 4 '-0" . <br /> Wall reinforcingc~"� <br /> 6" wsll: #4 vert. @ �1'B.!' o. c . #9 wire,, �`oint R/F '� 8" o.c . <br /> � 8° Wall: #5 vert. @ 48"`�y.c. 3/16'!. dia. ,�oint R/F @ 8" o.c . <br /> Install two bars in corners;`� H'�1 �.ntersections, wall endings and <br /> around openings. Lap verti A`1 teel 29 inches, horizontal steel <br /> ! 16 inches. Use corner bat�for o er bars in bond beams . <br /> 5. Lintels for clear openings up to 7 '-0^' o be 16" deep with two <br /> � #5 bars in bottom, e�ftending 24" beyond enings . <br /> i <br /> � Embed all ancho�i''�bolts, anchors, etc . , in so d grout for full <br /> length and depth. <br /> �� Dowel al�rvert. wall stee� to foundation. Min. Lap inch. <br /> . Dowe�,•�iew walls to concrete or existing walls at 16 inch <br /> inte'�vals with 5/8-inch dia. x 1'-6" long plain dowels or an ors <br /> i�`1- dovetail slo _ - .�._�.,,.�,,,,..o.._�,...,..�..�._..,,...,�e._..,..,......-. . ,.,.�.-. <br /> � Anchor brick veneer to wood framed walls with 22 ga. x 7/8" x 7" <br /> � galv. corrugated wall ties @ 16" o.c. each way with {1) Simpson <br /> N20A nail. <br /> 10. Install vertical crack control ,joints at 40 '-0" o.c .�..,.witri�"' <br /> `�"*��prd -CaT[tro3-'�3-a3at"'-i'ri"SraH'da"rd-'sasTis�block. <br /> Discontinue ,�oint r/f at control ,�oint . Continue upper bond beam <br /> and r/f across control ,joint . _ <br /> 11. Steel lintels to have min: tiearing length of 8 inches . <br /> Drill two holes_ im flanges to let ,jamb r/f pass through. <br /> Weldrdewe��e•--•to- top-°^of"'Ti't5te1'� t8"tt13�et1 vert#cal wa11 Fr'�'P:' <br /> -3- <br />