Loading...
HomeMy WebLinkAboutS401TYPICAL AT INTERSECTION BETWEEN FOOTING-SUPPORTED CMU WALLS GROUT CORES FULL HEIGHT RAKE JOINT & CAULK 1/4"x2"x28" LONG STRAP ANCHORS. SPACE AT 48" O.C. AT INTERIOR WALLS & 24" O.C. AT EXTERIOR WALLS 24" 2" HOOK EACH ENDLOAD BEARING OR SHEAR WALL - FOOTING-SUPPORTED LOAD BEARING OR SHEAR WALL - FOOTING-SUPPORTED TYP. AT INTERSECTION BETWEEN FOOTING-SUP'TD. AND THICKENED SLAB-SUPPORTED CMU WALLS GROUT CORES FULL HEIGHT RAKE JOINT & CAULK 16 GA. GALVANIZED WIRE MESH TIES @ 16" O.C. HOHMANN & BARNARD MWT, OR EQUAL LOAD BEARING OR SHEAR WALL - FOOTING-SUPPORTED CMU WALL - FOOTING-SUPPORTED TOP OF FOUNDATION OR PREVIOUS WALL LIFT 48 BAR DIA. LAP MATCHING DOWELS 0" MORTAR CROSS WEBS AT REINFORCED CELLS CONTIN. VERTICAL WALL REINF. PER PLANS & DETAILS. USE REBAR POSITIONERS TO MAINTAIN VERTICAL REINF. IN CORRECT LOCATION WITHIN THE WALL. REF. SPECIFICATIONS FILL ALL REINFORCED CELLS SOLID WITH GROUT. DELAY APPROX. 5 MINUTES (TO ALLOW EXCESS WATER TO BE ABSORBED BY THE CMU UNITS) AND THEN CONSOLIDATE BY MECHANICALLY VIBRATING. SEE SPECIFICATIONS FOR ADDNL. REQUIREMENTS.48 BAR DIA. LAP4'-8" MAX. LIFT HEIGHTAFTER GROUT IN LOWER LIFT IS SETLAYUP, REINFORCE AND GROUT NEXT 4'-8"LIFTEQ.EQ. CMU WALL PER ARCH. PLANS & DETAILS 2" NOTE: HORIZ. JOINT REINFORCING NOT SHOWN FOR CLARITY CORNER BARS TO MATCH NO. & SIZE OF CONTIN. BOND BEAM REINFORCING CMU BOND BEAM- THICKNESS VARIES CONTINUOUS REINFORCING CONTINUOUS REINFORCING PROVIDE PRE-FABRICATED "L'S" AND "T'S" AT CORNERS OF HORIZONTAL JOINT REINF. CORNER BARS TO MATCH NO. & SIZE OF CONTIN. BOND BEAM REINFORCING CMU BOND BEAM- THICKNESS VARIES 5 5/8" 7 5/8" 9 5/8" 11 5/8" 1 1/2" CL. 2" CL. (1) #6 TOP & BOT. (2) #5 TOP & BOT. (2) #7 TOP & BOT. (2) #8 TOP & BOT. #3 STIRRUPS @ 8" ON CENTER 1 1/2" CL. 2" CL. 16" BEARING 16" BEARING CMU LINTEL NOTES: 1. FILL IS 2,500 PSI (MINIMUM) GROUT. 2. ALL REBARS ARE HOOKED AT THE ENDS. 3. FOR TYPE OF CMU SEE THE SPECS. 4. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU.5. THIS SCHEDULE DOES NOT APPLY TO LOAD BEARING WALLS, UNLESS NOTED OTHERWISE. 6. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O. 7. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED. 8. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL MASONRY HAS PROPERLY SET (3 DAY MINIMUM). VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED. OPEN CORE CMU BOND BEAM W/ WEB KNOCKOUTS OR CUT FROM STANDARD UNITS 3 1/2" NOTE: USE OPEN CORE BOND BEAMS, TYPICAL EXCEPT FOR LINTELS & OTHER CONDITIONS WHERE BOTTOM OF UNITS WILL BE EXPOSED VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED.CMU BOND BEAM UNITS2 " SCHEDULE REINF.SIZE 6" 8" 10" 12" (1) #5 (2) #5 (2) #5 (2) #5 ELEVATION PLAN 1'-6"1'-6" LADDER-TYPE HORIZONTAL JOINT REINF. VERTICAL WALL REINF. PER PLAN & SECTIONS CMU SASH UNITS W/ CRUCIFORM CONTROL JOINT INSERT, SEE SPECS. BOND BEAM REINFORCING TO BE CONTINUOUS THRU CONTROL JOINT (COAT W/ MASTIC FOR BOND BREAK) NOTE: 1. BOND BEAM REINFORCEMENT SHALL NOT BE LAPPED WITHIN 8'-0" OF CONTROL JOINT. 2. HORIZ. JOINT REINFORCEMENT TO BE DISCONTINUOUS AT CONTROL JOINTS. AT "VERTICAL" BRICK AT "OFFSET" BRICK EXPANSION JOINT EXPANSION JOINT 2 LAYERS OF FLASHING AT BEARING CLEAR OPENING PER ARCH. PLANS 8" MIN. BEARING "OFFSET" BRICK EXPANSION JOINT - SEE ARCH. DWGS. FOR LOCATION 2 LAYERS OF FLASHING AT BEARING, BOTH ABOVE & BELOW BEARING CLEAR OPENING PER ARCH. PLANS 8" MIN. BEARING "VERTICAL" BRICK EXPANSION JOINT - SEE ARCH. DWGS. FOR LOCATION NOTE: LIMESTONE LINTELS ARE SIMILAR. CMU WALL (VERT. REINF. IF REQUIRED DOUBLE STUDS W/ 1/2" BOLTS WITH WASHERS AT TOP & BOT. COURSES, OTHER COURSES @ 32" O.C. MAX. FINISH VARIES WOOD STUDS 5 5/8" 7 5/8" 9 5/8" 11 5/8" 2" CL. (2) #5 (2) #6 (2) #6 2" CL. 8" MIN. BRG. 8" MIN. BRG. CMU LINTEL NOTES: 1. FILL IS 3,000 PSI (MINIMUM) GROUT. 3. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU 4. THIS SCHEDULE DOES NOT APPLY TO LOAD BEARING WALLS, UNLESS NOTED OTHERWISE 5. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O. 6. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED 7. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL MASONRY HAS PROPERLY SET (3 DAY MINIMUM). 2. PROVIDE 1" BRG. PER FOOT OF SPAN WITH 8" MIN. 8. PRECAST LINTELS MAY NOT BE SUBSTITUTED FOR BOND BEAM LINTELS WHERE EXPOSED IN THE FINISHED STRUCTURE. (1) #5 SEE PLAN & SECTIONS FOR VERTICAL REINFORCING SIZE & SPACING. LAP BARS 48 DIA. AT SPLICES BLOCK CORES W/ REINF. STEEL TO BE FILLED WITH GROUT THE FULL HEIGHT OF WALL LADDER-TYPE HORIZONTAL JOINT REINF. @ 16" O.C. VERTICALLY (DISCONTINUOUS AT CONTROL JOINTS) CMU SASH BLOCK W/ CRUCIFORM RUBBER OR PVC CONTROL JOINT, SEE SPECIFICATIONS. SEE ARCHITECTURAL DRAWINGS FOR CONTROL JOINT LOCATIONS REINF. CONCRETE FOOTING, REF. PLAN FOR SIZE, REINF. & T/ FOOTING ELEVATION FULLY BED MORTAR JOINTS AT STARTER COURSE OFF FOOTINGS WHERE CELLS ARE NOT GROUTED REDUCE SPA. TO 8" BELOW GRADE & AT PARAPETS GROUT ALL CORES BELOW GRADE/FIN. FLOOR, U.N.O. NOTE: USE NORMAL WEIGHT CMU BELOW GRADE. REFER TO SPECIFICATIONS & ARCH. DRAWINGS FOR WT. CLASSIFICATION FOR ABOVE GRADE UNITS NOT AT CONTROL JOINT AT CONTROL JOINT JAMB BAR-FULL HT. BOND BEAM LINTEL PER PLAN & SCHEDULE MASONRY OPENING PER ARCH. PLANS 8" MIN. BEARING OFFSET & LAP JAMB BAR 48 DIA. AT CONTROL JT. 2 LAYERS OF FLASHING AT BEARING MASONRY OPENING PER ARCH. PLANS 8" MIN. BEARING CMU CONTROL JOINT-SEE ARCH. DWGS. FOR LOC'N. COAT THIS PORTION OF BARS w/ GREASE TO PREVENT BOND 50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 8/20/2021 12:08:27 PM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S401 TYPICAL MASONRY DETAILS The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 NOT TO SCALE2 WALL INTERSECTION DETAIL NOT TO SCALE1WALL INTERSECTION DETAILS NOT TO SCALE3LOW-LIFT WALL CONSTRUCTION NOT TO SCALE4BOND BEAM INTERSECTION DETAILS NOT TO SCALE5LONG CMU LINTEL DETAILS NOT TO SCALE6CMU BOND BEAM DETAILS NOT TO SCALE7 CMU CONTROL JOINT DETAIL NOT TO SCALE8LINTEL BEARING DETAILS NOT TO SCALE9CMU WALL - WOOD STUD WALL NOT TO SCALE10TYPICAL CMU LINTEL DETAILS NOT TO SCALE11RUNNING BOND REINFORCED MASONRY DETAIL NOT TO SCALE12BOND BEAM LINTEL BEARING DETAILS 06.16.21 Permit Set A 07.15.21 Addendum A B 08.20.21 IFC Set 11/01/21