Loading...
HomeMy WebLinkAboutS401-CMU-SCHEDULES,-SECTIONS,-AND-DETAILS-Rev.2REBAR POSITIONERCENTERING CLIPCMUCMUVERT REINFVERT REINFREBAR POSITIONERCENTERING CLIPCORNERINTERSECTIONCONTROL JOINTENDCMU BOND BEAM UNITW/ OPEN BOTTOMBOND BEAM REINFCORNER BARS MATCHBOND BEAM REINF (LAPSPLICE)CUT CMU WEBS AND FACESO GROUT AND REINFARE UNINTERRUPTED, TYPCMU BOND BEAM UNITW/ OPEN BOTTOMBOND BEAM REINFINTERSECTION BARS MATCH BOND BEAM REINF (LAP SPLICE)VERTICAL REBAR SIZE TO MATCH WALL REINF, TYPVERTICAL REBAR SIZETO MATCH WALL REINFBOND BEAM REINF TERMINATE 2" BACK FROM CONTROL JOINT EACH SIDE. (EXCEPTION: AT BOND BEAM AT TOP OFPERIMETER AND LOAD-BEARING WALLS STOP CJ AT BOTTOM OF BOND BEAM AND MAINTAIN TOP BOND BEAM AND REINF CONTINUOUS, UNO)PRE-FORMED CONTROL JOINT GASKET IN SASH BLOCK CMUBACKER ROD AND SEALANT EACH SIDEBOND BEAM REINF.TERMINATE 2" BACK FROM END OF WALLVERTICAL REBAR SIZE TO MATCH WALL REINF, TYPBOND BEAM DETAILSCORNERINTERSECTIONCONTROL JOINTENDJOINT REINFORCEMENT DETAILSPREFABRICATED L-SHAPE JOINT REINF AT WALL CORNER.MATCH CONTINUOUS JOINT REINF AND LAP SPLICE 6" MIN.PREFABRICATED T-SHAPE JOINT REINF AT WALL INTERSECTION. MATCH CONTINUOUS JOINT REINF AND LAP SPLICE 6" MIN.PRE-FORMED CONTROL JOINT GASKET IN SASH BLOCK CMUJOINT REINF.TERMINATE 2" BACK FROM CONTROL JOINT EACH SIDEJOINT REINF.TERMINATE 2" BACK FROM END OF WALLBACKER ROD AND SEALANT EACH SIDEVERTICAL REBAR SIZE TO MATCH WALL REINF, TYPVERTICAL REBAR SIZETO MATCH WALL REINFVERTICAL REBAR SIZE TO MATCH WALL REINF, TYPNOTES:1. VERTICAL REINFORCEMENT INDICATED ON THIS DETAIL IS REQUIRED IN ADDITION TO SCHEDULED VERTICAL REINFORCEMENT, UNLESS SCHEDULED REINFORCEMENT ALREADY OCCURS AT THE INDICATED LOCATIONS.2. PROVIDE LAPPED DOWELS INTO FOUNDATION AT ALL VERTICAL REINFORCEMENT.NOTES:1. ONLY ONE ANCHOR MAY BE PLACED IN EACH CORE.2. SHADED AREAS ARE ACCEPTABLE AREAS TO USE POST-INSTALLED ANCHORS.3. ANCHOR LOCATIONS MUST STAY 1" CLEAR OF MORTAR JOINTS.4. ANCHOR LOCATIONS MUST CLEAR INTERIOR WALLS OF CMU.EDGE OF WALLEDGE OF WALL1" TYP1" TYP1" TYP1" TYPMASONRY REINFORCING STEELLAP SPLICE CHARTBAR SPLICE LENGTHSBARTYPE 1.0LD#320"#426"#532"#639"#745"#852"#958"NOTES:1. ALL SPLICES ARE TYPE 1.0LD, UNO.2. BARS LARGER THAN #9 ARE REQUIRED TO BE SPLICED BY MECHANICAL CONNECTORS, UNO.3. SPLICES BASED ON Fs = 32,000 PSI AND f'm >= 1500 PSI.4. ALL BARS ARE UNCOATED, UNO.5. USE EPOXY-COATED BARS ONLY IN PARKING STRUCTURE MASONRY WHERE SPECIFICALLY INDICATED, UNO.TYPE 1.5LD 36"48"60"72"84"96"109"TYPE 1.0LD29"39"48"58"68"77"87"TYPE 1.5LD54"72"90"108"126"144"164"UNCOATED BARSEPOXY-COATED BARSCMU BOND BEAM LINTELMIN, UNO8" BEARINGREINFORCED BOND BEAM LINTEL PER PLANPROVIDE (1) FULL-HEIGHT VERTBAR EACH SIDE OF OPENING IN SOLID- GROUTED CORES. RUNREINFORCING STEEL CONT.THROUGH LINTEL, FULL HEIGHT OF WALL.CMU WALL PER PLANNOTE 3NOTES:1. INSTALL LINTELS TO PROVIDE EQUAL BEARING LENGTH EACH SIDE OF OPENING, UNO.2. VERTICAL BARS SHALL BE THE SAME SIZE AS TYPICAL VERTICAL WALL REINFORCEMENT, UNO.3. FOR OPENINGS THAT INTERRUPT 2 OR MORE REGULARLY SPACED VERTICAL BARS, PROVIDE ONE ADDITIONAL FULL-HEIGHT BAR @ 8" OC ADJACENT TO EACH JAMB FOR EVERY 2 BARS INTERRUPTED BY THE OPENING.INFILL MATERIALSEE ARCHCONT BOND BEAM W/ (2) #5 CONTCMU WALL PER SCHEDULEL6X4X1/4 X 1'-0" (LLV) (GALV) EA SIDE @ 48" OC, AND WITHIN 1'-0" OF END OF WALL. 1/16" CLR FROM CMU, TYP.(ANGLES FURNISHED AND INSTALLED BY MASONRY CONTRACTOR)CMU PARTITION WALL SCHEDULECMU SIZEINTERSECTING WALL MAX SPACING (SEE NOTE 1)MAX BRACE SPACINGREMARKS8"18'-0"4'-0"HOLLOW CORE SLAB W/TOPPING SLAB PER PLAN2" UNOT/SLABPER PLAN2", TYPEMBED PL1/2x4x1'-0" (GALV) W/ (2) 3/4"DIA x 4" STUDS (CENTERED ON PLATEAND 2" FROM EACH END), TYP3/16 8" MINGROUT TOP TWO COURSES SOLIDNOTES:1. PROVIDE BRACING AS SHOWN FOR ALL CMU PARTITION WALLS (WHICH ARE NOT OTHERWISE BRACED AT TOP) AT ALL LOCATIONS WHERE THE DISTANCE BETWEEN INTERSECTING WALLS EXCEEDS THE MAXIMUM SPACING SHOWN.2. PROVIDE MATCHING DOWELS INTO THE FOUNDATION OR SLAB FOR ALL VERTICAL REINFORCEMENT PER TYP DETAILS. GROUT SOLID ALL CELLS CONTAINING VERTICAL REINFORCEMENT.CMU WALL REINFORCEMENT SCHEDULECMUW1MARKSIZEREINFORCEMENTREMARKS8"#5 @ 16" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMSNOTES:1.SEE THE STRUCTURAL DRAWINGS, ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIRED HORIZONTAL (BOND BEAM ANDJOINT) REINFORCEMENT AND REQUIRED ADDITIONAL VERTICALREINFORCEMENT.2.PROVIDE MATCHING HOOKED DOWELS INTO THE FOUNDATION FORALL VERTICAL REINFORCEMENT. GROUT SOLID ALL CELLS CONTAINING VERTICAL REINFORCEMENT. 3.WHERE INDICATED, POSITION DBL BAR REINFORCEMENT IN 12" CMU AS SHOWN. USE BAR POSITIONERS AS REQUIRED TO MAINTAIN PROPER ALIGNMENT.TYP BAR PLACEMENTEQEQCMUW28"#5 @ 24" OC VERT WITH #5 @ 48" OC HORIZ BOND BEAMS13CMU LINTEL SCHEDULEMARKSECTIONCLEAR OPENINGTYPENOTESCMUL1LINTEL SCHEDULE NOTES:1.ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO.TYPES:ABOND BEAM W/(2) #5 CONT BARSSOLID GROUTEDCOURSES OF BLOCK.POUR GROUT ATSAME TIME AS BONDBEAM8" W x 16" HPER ARCH, 6'-4" MAXAH-3"WCMUL28" W x 24" HPER ARCHACMUL38" W x 32" HPER ARCHA13PRESCRIPTIVE CMU LINTEL SCHEDULESECTIONCLEAR OPENINGTYPENOTESPRESCRIPTIVE LINTEL SCHEDULE NOTES:1.ALL LINTELS BEAR 0'-8" ONTO SUPPORTING WALLS, UNO.TYPES:PLABOND BEAM W/(2) #5 CONT BARSSOLID GROUTEDCOURSES OF BLOCK.POUR GROUT ATSAME TIME AS BONDBEAMW x 8 H (NOMINAL) CMUUP TO 4'-0"PLAW x 16 H (NOMINAL) CMU>4'-0" UP TO 6'-0"PLAW x 24 H (NOMINAL) CMU>6'-0" UP TO 8'-0"PLAH-3"W6", 8", 10", 12" CMU6", 8", 10", 12" CMU6", 8", 10", 12" CMUGENERAL NOTE: PROVIDE LINTELS IN THIS SCHEDULE FOR MASONRY OPENINGS WHERE SPECIFIC LINTELS (L#) ARE NOT OTHERWISE INDICATED. WHERE A SPECIFIC LINTEL (L#) IS INDICATED FOR A PARTICULAR OPENING, PROVIDE THE SPECIFIC LINTEL (L#). FOR OPENINGS BEYOND THE LIMITS AND/OR MATERIALS IDENTIFIED IN THIS SCHEDULE WHERE SPECIFIC LINTELS (L#) ARE NOT OTHERWISE INDICATED, CONTACT THE STRUCTURAL ENGINEER FOR REQUIRED LINTEL SIZE AND TYPE.NOTES:1. PROVIDE MINIMUM OF 8" BEARING AT BOND BEAM LINTELS, UNO.2. PROVIDE FULL HEIGHT VERTICAL JAMB BAR EACH SIDE OF EVERY OPENING. 3. HORIZONTAL REINFORCING TO CONSIST OF 9 GAUGE LADDER TYPE WIRE REINFORCING SPACED AT 16" OC VERTICALLY, UNO.4. PROVIDE CONTINUOUS BOND BEAM LINTELS OVER ADJACENT SAME-HEIGHT OPENINGS WITH LESS THAN 2'-8" OF MASONRY BETWEEN OPENINGS.5. FOR OPENINGS THAT INTERRUPT 2 OR MORE REGULARLY SPACED VERTICAL BARS, PROVIDE ONE ADDITIONAL BAR AT 8" OC ADJACENT TO EACH JAMB FOR EVERY 2 BARS INTERRUPTED BY THE OPENING.6. CONDITION SHOWN ON THIS DETAIL IS FOR BOND BEAM LINTELS. SEE LINTEL BEARING DETAILS FOR BAR PLACEMENT INFORMATION AT STEEL AND PRECAST LINTELS (WHEN PERMITTED).7. PROVIDE ADDITIONAL CONTINUOUS BOND BEAMS WHERE INDICATED ON THE DRAWINGS.OF END OF WALL ORMOVEMENT JOINTVERTICAL REINFORCING PERCMU WALL REINF SCHEDULEHORIZONTAL REINFORCINGSEE NOTE 3CONTINUOUS BOND BEAM AT TOP OF WALL WITH MINIMUM (1) #5 CONT, UNO (SEE NOTE 7)SEE NOTE 4NOTE 1,TYPOPENING BARSEE NOTE 2PROVIDE DOWELS TO MATCHWALL REINFORCEMENT(LAP SPLICE, TYP)T/FTGT/WALLPLACE BAR WITHIN 8"SEESEE NOTE 5SEE NOTE 5CONTROL JOINT PER TYPICAL CMU WALLJOINT DETAILS AND AS FOLLOWS:PERIMETER AND LOAD BEARING WALLS:EXTEND CJ FROM BOTTOM OF CMU WALLTO BOTTOM OF CONT BOND BEAM AT TOPOF WALL, UNO.INTERIOR NON LOAD BEARING PARTITIONWALLS: EXTEND CJ FULL HEIGHT OFWALL, UNO.No.11500704BRADLEYG.CUR TS P R O FESS IONALENGINEERREGISTERED INDIANASTATE OFDRAWING NO.DATEASI PROJECT NO.DRAWING TITLE3555 NW 58TH StreetSuite 700-WOklahoma City, OK 73112T: 405.848.9549F: 405.848.9783www.gsb-inc.comCopyright © GSB, Inc S40106/04/18CMU SCHEDULES,SECTIONS, AND DETAILS2017.01823CARMEL, INCARMEL, INHOTELCARMICHAELAT CITYCENTERARCHITECTGSB, INC3555 NW 58th Street, Suite 700WOklahoma City, OK 73112405 / 848-9549CIVIL ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075STRUCTURAL ENGINEERAmerican Structurepoint, Inc7260 Shadeland StationIndianapolis, IN 46256317 / 547-5580MEP ENGINEERCircle Design Group9229 Delegates Row, Suite 150Indianapolis, IN 46240317 / 706-2075INTERIOR DESIGNERHBA Hirsch Bedner Associates171 17th Street NW, Suite 600Atlanta, GA 30363404 / 873-4379FOOD SERVICE CONSULTANTRicca Newmark Design5325 South Valentia WayGreenwood Village, CO 80111303 / 928-1333ISSUED FOR CONSTRUCTIONN.T.S.S4011TYPICAL REBAR POSITIONERSN.T.S.S4012TYPICAL CMU WALL JOINT DETAILSN.T.S.S4013ACCEPTABLE LOCATIONS FORPOST-INSTALLED ANCHORS IN CMU WALLSN.T.S.S4014MASONRY LAP SPLICE TABLEN.T.S.S4015TYPICAL LINTEL BEARING DETAILSN.T.S.S4016TYPICAL FULL-HEIGHT CMU PARTITION WALLBRACING (AT HOLLOW CORE)N.T.S.S4017CMU WALL REINFORCEMENT SCHEDULEN.T.S.S4018CMU LINTEL SCHEDULEN.T.S.S4019CMU PRESCRIPTIVE LINTEL SCHEDULEN.T.S.S40110TYPICAL REINFORCING AT CMU WALLSREVISIONSNO. DATE DESCRIPTION1 08/27/2018 Issued for Construction13 06/07/2019 General Revisions