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HomeMy WebLinkAboutS405 - TYPICAL MASONRY DETAILSRUBBER CONTROL JOINT - SEE SPECIFICATIONS - SEE ARCH DWGS FOR JOINT LOCATIONS SEE PLAN FOR VERTICAL REINFORCING SIZE AND SPACING - LAP BARS 48 DIA AT SPLICES, EXTEND BARS 40 DIA INTO FOUNDATION WALL UNO BLOCK CORES w/ REINF STEEL TO BE FILLED WITH GROUT THE FULL HEIGHT OF WALL HORIZONTAL REINFORCING EVERY 16" VERTICALLY (DISCONTINUOUS AT VERT CONTROL JOINTS) (A) TYPICAL CORNER (B) TYPICAL INTERSECTION (C) TYPICAL JAMB NOTES: 1. REINFORCING SHOWN IS IN ADDITION TO REINFORCING SHOWN ON PLANS AND SPECIAL DETAILS. 2. REINFORCING TO MATCH WALL REINFORCING INDICATED ON PLANS. CMU WALL GROUT CORE FULL HEIGHT VERT WALL REINF INT NON-BEARING CMU WIRE MESH WALL TIE INT OR EXT LOAD-BERING CMU CMU WALL VERT WALL REINF 8" 9 3/8" 9 1/4" 8" 1 5/8" (MIN) 24" LAP BOND BEAM AT TOP WALL STEEL LINTEL BEARING PLATE (TYP) MASONRY OPENING 8" DEEP BOND BEAM (OMIT AT DOOR OPENING) 8" DEEP BOND BEAM (OMIT AT DOOR OPENING) MASONRY OPENING PRECAST LINTEL VERTICAL REINF TO MATCH WALL REINF BOND BEAM AT TOP WALL REINFORCING GROUT (2) CORES ES MASONRY OPNG @ GABLE END WALL 8" TYP SEE SCHEDULE CORE FILLED SOLID WITH FINE GROUT VERTICAL REINF (CONT THRU BOND BEAM) CONCRETE MASONRY REGULAR OR KNOCK- OUT BOND BEAM UNITS NOTE: BOND BEAM REQUIRED AT 8'-0" MAXIMUM VERTICAL SPACING UNLESS NOTED OTHERWISE OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) CMU WALL VERT REINFORCING HORIZ REINFORCING A TYPICAL CORNER B TYPICAL INTERSECTION ALTERNATE LEG DIRECTION OF INTERSECTION BARS CMU WALL HORIZ REINFORCING VERT REINFORCING OPEN BLOCK CMU WALL (RUNNING BOND PATTERN) #4 x @ 8" OC 24" 24" #4 x @ 8" OC 24" 24" 180° HOOK (2) #5 BARS IN GROUTED CORES BOND BEAM REINFORCING 4" 1' - 4" T/STL +(SEE PLAN) T/STL +(SEE PLAN) PLAN ELEVATION NOTES: 1. BOND BEAM REINF SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT. 2. HORIZONTAL JOINT REINF TO BE DISCONTINUOUS AT CONTROL JOINTS. TRUSS TYPE HORIZONTAL REINFORCING VERTICAL WALL REINF (SEE PLAN) CONTROL JT MAT'L BOND BEAM REINF TO BE CONTINUOUS THROUGH CONTROL JT (WRAP w/ MASTIC FOR BOND BREAK) 1' - 6" 1' - 6" 2" CL BEARING PLATE BEAM 1/2" CLR BEARING PLATE - SEE SCHEDULE VERT REINF FULL HEIGHT IN GROUTED CORE (TYP) CMU WALL BEAM ELEVATION SECTION CMU WALL BEAM BRG PLATE - SEE SCHED HOLD PLATE BACK 1/2" FROM FACE OF CMU (2) #5 x 32" LG IN 8" DEEP BOND BEAM CL BRG AND CL OF WALL BEAM SECTION PLAN A. BEAM PARALLEL TO MASONRY WALL B. BEAM PERPENDICULAR TO MASONRY WALL CMU WALL 4" (2) #5 x 32" IN 8" DEEP BOND BEAM (2) #5 x 32" IN 8" DEEP BOND BEAM NOTE: FILL ALL CORES WITH GROUT FULL HEIGHT BELWO BEAM BEARING HORIZ JT REINF 3/16 2 3/16 2 UNO 2 3/16 2 3/16 1 END ONLY SECTION (SLIDING) (FIXED) L3 1/2x4x3/16 CLIP w/ (2) 5/8"Ø x 3 3/4" EMBED EXP BOLTS INTO CMU, (1) 3/4"Ø BOLT IN HORIZ LSL TO BEAM - ONE END ONLY 3/16 2 3/16 2 1 END ONLY NOTE: DO NOT WELD BOTH ENDS TO EMBED PLATES - PROVIDE CLIP RESTRAINT AT ONE END PROVIDE SPECIAL INSPECTION PROCEEDURES (LEVEL "B" QUALITY ASSURNACE) AS DESCRIBED IN "TMS 402/ACI 530/ASCE 5" (LATEST EDITION) SUBMIT REPORTS TO McCOMAS ENGINEERING 48 BAR DIAMETER LAP SPLICE (TYP) VERT CMU REINF -SEE PLAN & SCHEDULE GROUT ALL MASONRY CELLS w/ VERT REINF LAY UP NEXT 5'-0" OF WALL AFTER LOWER SECTION IS GROUTED STOP GROUT MIN 1 1/2" BELOW TOP OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR RECONSOLIDATE THE GROUT AFTER ALLOWING THE EXCESS WATER TO BE ABSORBED BY THE MASONRY UNITS GROUT TO CONFORM TO ASTM C476 SUBMIT MIX DESIGN FOR REVIEW. MAX AGGREGATE SIZE = 3/8", 8" TO 11" SLUMP - DO NOT USE SAME MIX AS USED FOR BOND BEAMS AND/OR LINTELS MAXIMUM LIFT = 5'-0" CLEANOUTS NOT REQ'D SINCE GROUT POUR HEIGHT IS 5'-0" OR LESS . . NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT - WAIT NOT LESS THAN 24 HOURS A SECTION 'A' 4". CUT WEBS OF ALL BLOCK ENDS INDIVIDUALLY TO CREATE RAKED BOND BEAM WALL REINF & WALL HORIZ BOND BEAM REINF TO EXTEND INTO RAKED BOND BEAM (2) #6 STEP GROUT MIN (1) CELL BACK (TYP) 4". 4". PIER VERT REINF GROUT VOIDS SOLID MC8x18.7 - FULL HEIGHT OF OPENING (PROVIDE 1/4"x8" x 3" BRG PLATE @ BASE) 2" THICK x 1" WIDE WELD-ON BENT PLATE ANCHORS @ 1'-4" OC (MAX) LOCATE ANCHORS AT TOP OF ALL BOND BEAMS AND @ 1'-4" OC BETWEEN BOND BEAMS 5" 12" 3" 2-6 1/4 2-6 6"x3/8" x CONT PLATE (INTERIOR FACE OF WALL) 3/4" CLR STEEL BEAM CMU BOND BEAM 1/2" DIA EXPANSION ANCHORS INSTALLED AT BOTTOM OF SLOTS 3/8"x7"x5"x10" LONG BENT PLATE (LLV) @ 4'-0" OC NOTES: 1. ALL EXPANSION ANCHORS ARE 1/2" x 4" HILTI SLEEVE ANCHORS (ALLOW TEN=610 LBS, ALLOW SHEAR = 910 LBS). 2. EQUIVALENT SLEEVE ANCHORS MAY BE SUBSTITUTED WITH ENGINEER'S APPROVAL 3. TORQUE ANCHOR TO 30 ft-lb, THEN BACK OFF ONE TURN AND FOUL THREADS. 4. VERTICAL LEG OF ANGLE SHALL BE PAINTED, HORIZONTAL LEG SHALL BE UNPAINTED. 5. VERTICAL LEG OF ANGLE OR PLATE SHALL BUTT RIGHT AGAINST MASONRY. 1/4 2-8 9/16"DIA x 2" VERTICAL SLOTS (GAGE 8") VERT CMU REINF - DRILL & EPOXY INTO TOP OF WALL (EMBED 5") (DRILL INTO FTG AT SIM) CMU WALL (MW) EXISTING CONCRETE WALL (CONC WALL FTG AT SIM) 8" BOND BEAM w/ (2) #4 CONT - SLOPE w/ UNDERSIDE OF SLAB NOTE: DO NOT CUT, NOTCH OR DAMAGE SLAB REINF: FIELD LOCATE SLAB REINFORCING & POSITION ANCHORS TO MISS REINFORCING (2) 1/2"Ø HILTI KWIK BOLT III (EMBED 2 1/4") (GALV) EXISTING SLAB L6x4x3/8 x 0'-10" LONG (LLV) w/ (2) 5/8"Ø x 2" VERT SLOTTED HOLES FOR 1/2" DIA KWIK BOLTS @ 4'-0" OC (GALV) (2) 1/2"Ø HILTI KWIK BOLT III (EMBED 3 1/2") (GAGE 8") (GALV) CLR 3/4" EXISTING CONCRETE BEAM VERT CMU REINF - DRILL & EPOXY INTO TOP OF WALL (EMBED 5") (TOP OF FTG @ SIM) CMU WALL (MW) EXISTING CONCRETE WALL (CONC WALL FTG AT SIM) 8" BOND BEAM w/ (2) #4 CONT - SLOPE w/ UNDERSIDE OF BEAM L6x4x3/8 x 0'-10" LONG (LLV) w/ (2) 5/8"Ø x 2" VERT SLOTTED HOLES FOR 1/2" DIA KWIK BOLTS @ 4'-0" OC (GALV) (2) 1/2"Ø HILTI KWIK BOLT III (EMBED 2 1/4") (GALV) (2) 1/2"Ø HILTI KWIK BOLT III (EMBED 3 1/2") (GAGE 8")(GALV) 3/4" CLR NOTE: DO NOT CUT, NOTCH OR DAMAGE BEAM REINF: FIELD LOCATE BEAM REINFORCING & POSITION ANCHORS TO MISS REINFORCING 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 Sheet Number: Sheet Title: Set Issue Date Last Revision Date: Drawn By: Sheet Issue Date Checked By: THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED H EREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN G ROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS M AY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. COPYRIGHT & OWNERSHIP OF DOCUMENTS Project Number: Engineer: PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) By: Developer: Project: TYPICAL MASONRY DETAILS S405 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 SCALE: 3/4" = 1'-0" S405 1 TYPICAL MASONRY WALL REINFORCING SCALE: 3/4" = 1'-0" S405 TYP MASONRY WALL REINFORCING 2 SCALE: 3/4" = 1'-0" S405 TYP MASONRY WALL OPENING 3 SCALE: 3/4" = 1'-0" S405 TYPICAL BOND BEAM 4 SCALE: 3/4" = 1'-0" S405 TYP BOND BEAM CORNER BAR DTL 5 SCALE: 3/4" = 1'-0" S405 TYPICAL STEPPED BOND BEAM 6 SCALE: 1" = 1'-0" S405 TYP MASONRY CONTROL JOINT 7 SCALE: 3/4" = 1'-0" S405 8 TYPICAL BEAM BEARING ON MASONRY No. Date Description SCALE: 3/4" = 1'-0" S405 9 LOW LIFT GROUTING REQUIREMENTS SCALE: 3/4" = 1'-0" S405 RAKED BOND BEAM 10 SCALE: 3/4" = 1'-0" S405 JAMB DETAIL @ OH DOOR 11 SCALE: 3/4" = 1'-0" S405 12 TYPICAL BEAM TO MASONRY WALL ANCHOR SCALE: 3/4" = 1'-0" S405 SECTION @ CMU WALL 13 SCALE: 3/4" = 1'-0" S405 SECTION @ CMU WALL 14 04/16/18 Nick Mishler