SEE PLAN FFE SEE PLAN ROOF M A X 1" EXTEND VERT BAR TO WITHIN 1" OF TOP OF BOND BEAM BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT VERT REINF, SEE SCHD W1.7 HORIZ WALL TIES AT 16" OC, TYP ALL MASONRY WALLS DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING PLACE VERT REBAR IN CTR OF WALL, PROVIDE PREFABRICATED WIRE POSITIONERS AT 24" OC MAX (9 GA MIN) SINGLE BAR PER CELL SEE ROOF FRAMING PLAN AND ARCH DWGS WALL HEIGHT MAX 1" TWO BARS PER CELL (ONE EA FACE) SEE ROOF FRAMING PLAN AND ARCH DWGS WALL HEIGHT FILL ALL CELLS BELOW FINISHED FLOOR AND WHERE REBAR OCCURS SOLID w/ GROUT SEE SCHD LAP SPLICE SEE SCHD LAP SPLICE SEE PLAN ROOF SEE PLAN FFE SOG, SEE PLAN W1.7 HORIZ WALL TIES AT 16" OC, TYP ALL MASONRY WALLS PLACE VERT REBAR AS SHOWN, PROVIDE PREFABRICATED WIRE POSITIONERS AT 24" OC MAX (9 GA MIN) SOG, SEE PLAN VERT REINF, SEE SCHD EXTEND VERT BAR TO WITHIN 1" OF TOP OF BOND BEAM BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT BOND BEAM w/ (2) #5 CONT UNO, FILL SOLID w/ GROUT CLR 3" CLR 3" 0" TYP 0" TYP FILL ALL CELLS BELOW FINISHED FLOOR AND WHERE REBAR OCCURS SOLID w/ GROUT DWLS w/ STD 90° HK TO MATCH VERT REINF SIZE AND SPACING SEE PLAN FFE MINIMUM SEISMIC REINFORCING AT ALL MASONRY WALLS NOTES : 1. ALL MASONRY WALLS SHALL BE VERTICALLY REINFORCED CONTINUOUSLY FROM SUPPORT TO SUPPORT: A. AT EACH CORNER B. AT EACH SIDE OF EACH OPENING C. AT WALL ENDS WALLS SHALL BE REINFORCED WITH #5 BARS AT THESE LOCATIONS UNLESS OTHERWISE NOTED IN OTHER SECTIONS AND DETAILS. 2. HORIZONTAL BOND BEAMS REINFORCED AS NOTED IN SECTIONS OR LINTEL SCHEDULE SHALL BE FURNISHED: A. AT THE TOP AND BOTTOM OF ALL WALL OPENINGS AND SHALL EXTEND NOT LESS THAN 2' - 0" PAST THE FACE OF OPENING OR STEEL LINTEL BEARING. B. CONTINUOUSLY AT STRUCTURALLY CONNECTED ROOF AND FLOOR LEVELS AND AT THE TOP OF ALL WALLS. 3. ALL VERTICAL BARS SHALL BE GROUTED IN 5' - 0" MAX LIFTS. 4. WHERE DETAILS SHOWN ON OTHER SHEETS NOTE REINFORCING OF GREATER SIZE AND/OR CLOSER SPACING, THE REINFORCING REQUIREMENT IN SA ID DETAIL SHALL GOVERN. THE SEISMIC REINFORCING NOTED AT WALL OPENINGS, CORNERS AND ENDS SHALL BE IN ADDITION TO REINFORCING NOTED IN OTHER DETAILS. 5. PROVIDE CONTINUOUS HORIZONTAL JOINT REINFORCEMENT AT 16"OC, MAX VERTICAL SPACING. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIO NS. 6. SEE PLANS AND DETAILS FOR WALL REINFORCING. 7. WALL CONTROL JOINTS IN CMU TO BE LOCATED PER S111 AND AT 30' - 0" OC MAX. DWL ALL BARS TO FTG/GRADE BEAM OR THICKENED SLAB CONT BOND BEAM AT T/WALL, ALL ROOF/FLOOR LEVELS, AND AS INDICATED WALL CONTROL JOINT WALL REINF, SEE NOTE 6 SEE NOTE 1 - A OPNG OPNG OPNG T/WALL 9 S311 S311 8 3 S312 S312 4 TYP 1" BOND BEAM REINF AT T/WALL, ROOF, AND FLOOR LEVELS TO BE CONT THROUGH CONTROL JTS PROVIDE BOND BEAM ABOVE AND BELOW EA OPNG, SEE NOTE 2 - A SPACING, SEE NOTE 2-C BOND BEAM GROUT SOLID BELOW GRADE MECH OPNG 1/4x 2" RIGID STEEL ANCHORS AT 4' - 0" OC OR INTERLOCKING COURSES 2" 32" 2" THICKENED SLAB CMU WALL VERTICAL REINFORCING SCHEDULE WALL TYPE THICKNESS MW1 12" (2) #5 AT 48" NOTES: 1. WHERE SINGLE BAR IS INDICATED IN SCHEDULE, PROVIDE VERTICAL CONTINUOUS BAR FULL HEIGHT OF WALL WITH DOWEL TO FOUNDATION CENTERED IN GROUT FILLED CELL AT WALL ENDS, CORNERS, INTERSECTIONS, EACH SIDE OF WALL CONTROL JOINTS, OPENING JAMBS, AND AT MAXIMUM SPACING INDICATED IN SCHEDULE. 2. WHERE (2) BARS ARE INDICATED IN SCHEDULE, PROVIDE (2) VERTICAL CONTINUOUS BARS (ONE EACH FACE) FULL HEIGHT OF WALL WITH DOWEL TO FOUNDATION IN GROUT FILLED CELL AT WALL ENDS, CORNERS, INTERSECTIONS, EACH SIDE OF WALL CONTROL JOINTS, OPENING JAMBS, AND AT MAXIMUM SPACING INDICATED IN SCHEDULE. 3. VERTICAL LIMIT OF WALLS TO EXTEND FROM LOWEST LEVEL INDICATED ON PLAN TO FLOOR OR ROOF LEVEL ABOVE UNLESS NOTED OTHERWISE. REINFORCEMENT MW2 12" (2) #5 AT 24" MW3 SEE, (1) #5 AT 16" 6 / S321 CMU WALL REINFORCING LAP SPLICE SCHEDULE BAR SIZE LAP SPLICE LENGTH (INCHES) 8" CMU 12" CMU 1 BAR/CELL CTRD 2 BARS/CELL CLR 3" 1 BAR/CELL CTRD 2 BARS/CELL CLR 3" #3 19" 19" 19" 19" #4 25" 30" 25" 25" #5 31" 49" 31" 39" #6 57" 53" 75" #7 79" 61" 104" CORNER INTERSECTION OPENING - WALL TERMINATION VERT WALL REINF CTRD IN CELL, TYP VERT WALL REINF CTRD IN CELL, TYP VERT WALL REINF CTRD IN CELL, TYP CONTROL JOINT VERT WALL REINF CTRD IN CELL, TYP CJ, SEE ARCH FOR LOCATIONS AND DETAILS PLAN AT CORNER PLAN AT INTERSECTION (2) ADDL CORNER BARS AS SHOWN, SAME SIZE AS CONT REINF TYP 30" LAP 0" TYP TYP 30" LAP CONT BOND BEAM REINF 0" TYP MAX CLEAR SPAN DEPTH 'D' 8" WALL 6' - 4" 16" NOTES: 1. USE THIS SCHEDULE AT OPENINGS IN CMU WALLS WHERE LINTELS ARE NOT INDICATED ON PLANS. 2. SEE AND FOR CMU LINTEL SECTION AND ELEVATION. 3. REINFORCING TO BE HELD OFF BOTTOM OF MASONRY BLOCK USING PREFABRICATED CHAIRS (SUBMIT FOR APPROVAL). REBAR TO BE LOCATED IN BOND BEAM WITHIN ±1/4" (CONSTRUCTION TOLERANCE) AS SHOWN IN DETAIL. 4. PROVIDE 2'-0" BEARING OVER MASONRY EACH END WHERE POSSIBLE, SEE CMU WALL REINFORCING AND LINTEL DETAILS. 5. SEE ARCHITECTURAL AND MEP DRAWINGS FOR LINTELS IN NON-LOAD BEARING WALLS. MARK ML1 CMU LINTEL 1" MIN PREFABRICATED CHAIR 12" WALL (2) #5 BOTT WIDTH 'W' 8" WALL 16" JAMB 12" WALL (2) #5 EA CELL ML2 ML3 ML4 CLR 3" CLR 1" CLR 1 1/2" 9 / S311 8 / S311 SEE ARCH OPNG D CMU LINTEL, SEE PLAN AND SCHD FOR LOCATIONS, SIZE, AND REINF BOND BEAM w/ (2) #5 UNDER OPNG, FILL w/ GROUT, SEE NOTE 2 - A TYP VERT REINF (IF SPACING IS LESS THAN CLEAR SPAN) NOTES : 1. BRICK VENEER NOT SHOWN FOR CLARITY. 2. SEE FOR LOOSE LINTEL WHERE REQUIRED AT OPENINGS IN BRICK VENEER. TYP 2' - 0" MIN LINTEL, SEE SCHD VERT JAMB REINF SEE LINTEL SCHD; FILL CELLS w/ GROUT FULL HEIGHT AT REBAR OPNG W D 9 S311 2' - 6" MIN LAP 48 BAR Ø MIN 2' - 0" LAP BOND BEAM REINF Z - BAR TO MATCH BOND BEAM REINF 30290 Mt. Wolf Road Charlotte Hall, MD 20622 DAN WRAY, P.E. COLIN MANNING 1319FLMK19 PROJECT MANAGER DESIGN TEAM PRINCIPAL IN CHARGE This drawing and the design shown are the property of Little Diversified Architectural Consulting. The reproduction, copying or other use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. Little 2019 c w w w . l i t t l e o n l i n e . c o m PH: 704-633-8250 2110 EXECUTIVE DRIVE SALISBURY, NC 28145 FX: 704-636-4940 PROJECT TEAM REVISIONS PROJECT NAME SHEET TITLE ISSUE FOR ISSUE DATE SHEET NUMBER LITTLE PROJECT NUMBER T: 704.525.6350 F: 704.561.8700 615 South College St. Ste. 1600 TM DIVERSIFIED ARCHITECTURAL CONSULTING FILE NAME PROJECT NUMBER Charlotte, NC 28202 PROFESSIONAL CERTIFICATION: I CERTIFY THAT THESE DOCUMENTS WERE PREPARED OR APPROVED BY ME, AND THAT I AM A DULY LICENSED ENGINEER UNDER THE LAWS OF THE STATE OF MARYLAND, LICENSE NUMBER 43230, EXPIRATION DATE 1/9/21. CONSTRUCTION 1.28.2020 C.M. & S.V. Food Lion Store #1319 122.13133.00 S311 CMU DETAILS NOT TO SCALE S311 1 TYPICAL CMU WALL REINFORCING SECTION NOT TO SCALE S311 2 TYPICAL CMU WALL REINFORCING DIAGRAM NOT TO SCALE S311 3 CMU WALL VERTICAL REINFORCING SCHEDULE NOT TO SCALE S311 4 MASONRY LAP SPLICE SCHEDULE NOT TO SCALE S311 5 TYPICAL CMU WALL REINFORCING NOT TO SCALE S311 6 TYPICAL BOND BEAM CORNERS AND INTERSECTIONS NOT TO SCALE S311 7 CMU LINTEL SCHEDULE NOT TO SCALE S311 9 CMU LINTEL SECTION NOT TO SCALE S311 8 CMU LINTEL ELEVATION 3/4" = 1' - 0" S311 10 TYPICAL STEP IN CMU BOND BEAM 1319 S311_00 CMU Details NO. REASON DATE