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TROWEL TOP OF WALL <br /> H151-161-IT CURVE <br /> &I 5TD.CMU BOND <br /> BLOCK W#5 HORIZ <br /> 6ROUTED 0 TOP <br /> TOOL ALL EXPOSED GMU <br /> JOINTS,TYP <br /> q &N+ 1 /29 FLUTED #5 VERT 0 320 O.G. <br /> ROCK FACE CHI) IN p IN GROUTED CELLS <br /> 5TACK BOND Qi <br /> q 6A HMZ JOINT <br /> REINF lb"O.G.VERT. <br /> bl STANDARD CK <br /> AT BOTTOM$ #5 DOWEL® EACH <br /> GRADE VERT W W 30N <br /> LAP <br /> 6RADE <br /> Ff <br /> ALT.DIRECTION OF <br /> Ib'OP x 3"-0*HIVE F% W EVERY OTHER <br /> w 3#5 Lw TOP 4 BCT BAR <br /> W#5 TRANS.AT 32'O.G. <br /> DESIGN CRITERIA EXIST. NEH <br /> FLORIDA BUILDING CODE 2010 EDITION FILL ALL JOINTS AT BOTH SIM OF <br /> WALL AND TOP WITH PREFORMED <br /> WIND LOADS PER A5GE 1-10 JOINT FILLER AND POLYURETHANE <br /> KIND SPEED RE610N 150 ALT) CAULKING, COLOR TO MATCH. <br /> R15K FACTOR I3/8 VERT PROVIDE #5 DOWEL x 36' IN BONDEXPOSURE 6 ' WALL JOINT f3M W 60 EPDXY EMB INTO EXIST.13M <br /> HEI61-IT < 15 FT WALL JOINT DETAIL AND LAP K/ NEW BOND 13M REINF. <br /> 5KAPE CIOEFF. Gf 135 <br /> DIRECTIONALITY FACTOR Kd 0.85 <br /> STRUCTURAL NOTES <br /> 1. CONCRETE MASONRY%IALL.BE IN ACCORDANCE WITH A5TM CqO <br /> 2. CONCRETE 28 DAY COMPRESSIVE 5TFB46TH SHALL BE AS FOLLOWS: <br /> MASONRY 6ROUT 3"PSI a TO 11, 5LL)MP 3/61 PIMP MIX <br /> FOLWATION5 3000 P51 511i is U&I OR 3/4g PUMP MIX <br /> 3. REINFORLIN6 STEEL SHALL BE A5TM A615 GRADE 60. <br /> 4. 501L SHALL BE COMPACTED TO A MIN OF q5%OF ITS MODIFIED PROCTOR. <br /> 5. 501L BEARING PRE5WRE SHALL BE A MINIMUM OF 2000 P5F. <br /> b. REFER TO SITE PLAN AND 5MVEY FOR LOCATION OF WALL ON PROPERTY <br /> 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE MG,2010 EDITION MICHAEL A.LUE,P.E. <br /> FLORIDA REG.#47520 <br /> JOB MIE DATE: 2-21-13 <br /> "AmEARC SHERIFF'S OFFICE This drawing and design as shown Is <br /> ENGINEERING,I JOB No. the propw9rty of ML Engineering.Inc. <br /> 11-1 13-116 Reproduction andfor use of this drawing <br /> 0 g Structurcif E 41 ST STREET or any content therein.%ftout express <br /> DRAVM BY: CHECKED BY: consent or permisslon of this company <br /> 669 <br /> .J2 <br /> 2030 37th AV~ VERO BEACH, Fl. ML ML Is prahbited,may constitute an lnftlnge� <br /> Vero Beach,Flodda 32960 ment,and may be subject to legal action <br /> lc�y MIL 1- <br /> 772.569.1257 F=772. wu: 8 FT MASONRY SCREEN WALLE' <br /> NO: SK1 OF 1 SHEET <br /> 112 <br />