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HomeMy WebLinkAboutS400 - TYPICAL MASONRY DETAILSAA#5 AT 48" O.C. MAX. (1) #5 EACH JAMB (1) #5 EACH JAMB (2) # 5 EACH SILL C.J. (1) #5 EACH JAMB ATTACH WALL TO STRUCTURE FRAMING ABOVE SEE TYPICAL ATTACHMENT DETAILS. (2) -#5 AT NEXT TO TOP COURSE WALLS AND AT LEVEL OF ANY STRUCTURAL ATTACHMENTS. FILL TOP COURSE WITH GROUT NOTES: 1. PROVIDE 9 GAGE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. 2. REINFORCING SHOWN IS TYPICAL AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE ON INDIVIDUAL BUILDING PLANS. SEE LINTEL SCHEDULE FOR GROUT AND REINFORCING ABOVE OPENINGS. 3. LAP SPLICE HORIZONTAL JOINT REINFORCEMENT 12 INCHES. 4. DOWEL INTO FOUNDATIONS WITH SAME BAR SIZE AND SPACING. CONTRACTOR HAS OPTION TO EMBED DOWELS DURING POUR. 5. C.J. INDICATES CONTROL JOINT. SEE TYPICAL CONTROL JOINT DETAIL. SEE PLANS AND SPECIFICATIONS FOR ADDITIONAL CONTROL JOINT LAYOUT INFORMATION. 2'-0" (1) #5 AT ALL ENDS OF WALL AND EACH SIDE OF CONTROL JOINT SEE SCHEDULESEE SCHEDULE C.J.(1) #5 EACH JAMB (1) #5 EACH JAMB (2) # 5 EACH SILL (1) #5 EACH JAMB ATTACH WALL TO STRUCTURE FRAMING ABOVE SEE TYPICAL ATTACHMENT DETAILS. (2) -#5 AT NEXT TO TOP COURSE WALLS AND AT LEVEL OF ANY STRUCTURAL ATTACHMENTS. FILL TOP COURSE WITH GROUT (TYP) 2'-0" (1) #5 AT ALL ENDS OF WALL AND EACH SIDE OF CONTROL JOINT SEE SCHEDULESEE SCHEDULE CJ C.J. NOTES: 1. PROVIDE 9 GAGE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. 2. REINFORCING SHOWN IS TYPICAL AT ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE ON INDIVIDUAL BUILDING PLANS. SEE LINTEL SCHEDULE FOR GROUT AND REINFORCING ABOVE OPENINGS. 3. LAP SPLICE HORIZONTAL JOINT REINFORCEMENT 12 INCHES. 4. DOWEL INTO FOUNDATIONS WITH SAME BAR SIZE AND SPACING. CONTRACTOR HAS OPTION TO EMBED DOWELS DURING POUR. 5. MAXIMUM CONTROL JOINT SPACING IS 20'-0". SEE PLANS AND SPECIFICATIONS FOR ADDITIONAL CONTROL JOINT LAYOUT INFORMATION. #5 AT 72" O.C. MAX. LINTEL SCHEDULE LIGHT WEIGHT BLOCK NON-BEARING WALLS *NOMINAL BLOCK DIMENSION MARK WALL* THICK LINTEL* HEIGHT BOTTOM REINF. MAXIMUM CLEAR SPAN SECTION ML1 8 8 ML2 8 16 (1) #6 (1) #6 7'-0" 12'-4" TYPE A TYPE B REINFORCE PER SCHEDULE TYPE "A"1'-4"FILL BOTH UNITS WITH GROUT AT THE SAME TIME BREAK WEBS OUT TO ALLOW PLACEMENT OF (2) #33"REINFORCE PER SCHEDULE USE SUPPORTS TO HOLD BARS IN PROPER POSTION TYPE "B" NOTES: 1. USE LINTEL SECTION THAT COINCIDES WITH OPENING CLEAR SPAN UNLESS OTHERWISE NOTED ON THE BUILDING ELEVATIONS. 2. THE SCHEDULE ABOVE APPLIES ONLY TO LINTELS SUPPORTING MASONRY IN RUNNING BOND. 3. PROVIDE LINTELS FOR ANY OPENING GREATER THAN 1'-4" IN NEW WALLS OR TO BE CUT INTO EXISTING CMU WALL IN ACCORDANCE WITH THE SCHEDULE ABOVE. SHORE WALL ABOVE AS REQUIRED UNTIL NEW LINTEL IS INSTALLED. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SIZE AND LOCATIONS OF PENETRATIONS. 4. SEE 500 SERIES DRAWINGS FOR ADDTIONAL MISCELLANEOUS STEEL REQUIRED FOR LARGE OPENINGS.7 5/8"3"1 1/2"(2) #3 CMU LINTEL GROUT SOLID SEE SCHEDULE 1/2" DIAMETER GALVANIZED ADHESIVE ANCHOR AT 2'-0" O.C. 4 1/2" EMBEDMENT L5x5x5/16 GALVANIZED SHELF ANGLE BEARING LENGTH = 8" AT EACH END LINTEL SCHEDULE NOTES: FOR ALL OPENINGS AND RECESSES IN BOTH INTERIOR AND EXTERIOR NON-LOAD BEARING WALLS NOT SHOWN ON STRUCTURAL DRAWINGS. PROVIDE THE FOLLOWING LINTELS: 1. STEEL LINTELS: A. SEE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS, ETC FOR LINTEL ELEVATIONS AND CLEAR OPENINGS, ETC. B. PROVIDE STEEL LINTELS WHERE SPECIFICALLY INDICATED AND FOR OPENINGS LARGER THAN COVERED BY THE LINTEL SCHEDULE. C. ALL MASONRY BEARING STEEL LINTELS SHALL BE ANCHORED WITH (1) -3/4"x0'-4" HOOKED ANCHOR BOLT AT EACH END INTO GROUT. PROVIDE SLOTTED HOLES IN LINTEL. D. LINTELS WITH CLEAR SPAN OPENING OF 6'-0" OR LARGER, PROVIDE 100 PERCENT GROUT FILL FROM FOOTING (OR FLOOR BELOW) TO LINTEL BEARING. E. LINTELS WITH CLEAR SPAN OPENING LESS THAN 6'-0", PROVIDE SOLID OR GROUTED MASONRY TO A MININUM DEPTH OF 2'-8" BELOW THE LINTEL BEARING. F. ALL LINTELS SHALL BE CENTERED ON WALL THICKNESS, UNLESS OTHERWISE NOTED. BOTTOM LINTEL PLATE SHALL BE SHOP WELDED TO BEAM. G. ANCHOR MASONRY ENCASING STEEL LINTEL BEAMS WITH CHANNEL SLOTS AND ANCHORS. WELD CHANNEL SLOTS TO EACH SIDE OF BEAM WEB AT 32". PROVIDE ONE LONGITUDINAL ROW FOR BEAMS UP TO 18" IN DEPTH AND 2 ROWS FOR DEEPER BEAMS. H. ALL LINTELS EXPOSED TO WEATHER SHALL BE GALVANIZED. I. CONTINUOUS PLATE CONNECTED TO LINTEL BOTTOM FLANGE SHALL BE PROVIDED FOR THE FULL LENGTH OF THE LINTEL UNLESS NOTED OTHERWISE. 2. CMU BLOCK LINTEL:USE WHERE MASONRY WALL IS EXPOSED IN A FINISHED ROOM. A. REINFORCE LINTEL BLOCK AS INDICATED IN THE "MASONRY LINTEL SCHEDULE" FOR THE WALL THICKNESS AND CLEAR SPAN. B. JOINTING SHALL BE AS ADJACENT WALL. C. MINIMUM BEARING ON MASONRY WALL IS 8" EACH END BUT NOT LESS THAN 1" OF BEARING PER FOOT WIDTH OF OPENING SPAN. D. LINTEL SHALL BE SHORED FOR 28 DAYS. E. PROVIDE 100 PERCENT GROUT FILLED JAMB FROM FOOTING (OR FLOOR BELOW) TO LINTEL BEARING. F. CONTRACTOR HAS THE OPTION TO PROVIDE PRECAST CONCRETE LINTELS WITH SAME DIMENSIONS AND REINFORCING GIVEN IN LINTEL SCHEDULE FOR CONDITIONS CONCEALED BY ARCHITECTURAL FINISHES. 3. OPENING IN BRICK (NEW AND EXISTING) A. PROVIDE LOOSE LINTELS PER S500 FOR OPENINGS IN BRICK LARGER THAN 1'-4". B. SEE ARCHITECTURAL AND MEP DRAWINGS FOR SIZE AND LOCATIONS OF PENETRATIONS IN NEW AND EXISTING BRICK. PROVIDE LINTELS FOR ALL PENETRATIONS LARGER THAN 1'-4". C. PROVIDE SHELF ANGLE PER DETAIL BELOW AT ML2 MASONRY LINTEL. VERTICAL BAR AT ALL INTERSECTIONS AND CORNERS PREFABRICATED WIRE JOINT REINFORCING LAP WITH TYPICAL CONTINUOUS JOINT REINFORCING PREFABRICATED WIRE JOINT REINFORCING LAP WITH TYPICAL CONTINUOUS JOINT REINFORCING 2" CLR2" CLRPROVIDE VERTICAL REINFORCING AT ALL CORNERS AND INTERSECTIONS USE REBAR POSITIONER HARDWARE AT 8'-0" MAX LAP SPLICECORNER BARS TO MATCH SIZE OF HORIZONTAL WALL REINFORCING SEE INDIVIDUAL BUILDING PLANS FOR HORIZONTAL AND VERTICAL REINFORCING STEEL REQUIREMENTS. SEE GENERAL NOTES FOR REINFORCING STEEL CLEARANCES. 1. 2. NOTES:LAP SPLICEBOND BEAM REINFORCING DOWELS TO MATCH AND LAP WITH BOND BEAM REINFORCING WALL THICKNESSS WALL THICKNESS USE REBAR POSITIONER HARDWARE AT 8'-0" O.C. MAX LAP SPLICE STD. HOOK STD. HOOK LAP SPLICEVERTICAL BARS AT CORNERS AND INTERSECTIONS VERTICAL BAR EACH SIDE OF CONTROL JOINT (TYPICAL)GROUT SOLID BUILDING PAPER BONDBREAKER OPTION 1 OPTION 2 OPTION 3 CONTROL JOINT MATERIAL SPECIAL CONTROL JOINT UNITS DISCONTINUE HORIZONTAL JOINT REINFORCEMENT AND BOND BEAM REINFORCEMENT AT CONTROL JOINTS 1. NOTES: GROUT CORE FULL HEIGHT INTERIOR OR EXTERIOR CMU INTERIOR NON-LOAD BEARING CMU JOINT STABLIZATION ANCHORS AT 16" OC SEE SPECIFICATIONS LAP SPLICE SCHEDULESEE MASONRY WALL1"L8x4x1/2 x 1'-0" (GALV) AT 48" WITH (2) -3/4" DIA. ADHESIVE ANCHORS (GALV), 3" MAX. DIA. OVERSIZE HOLES IN ANGLE AND OVERSIZED PLATE WASHER BOND BEAM WITH (2) -#4 CONT, SECOND BLOCK FROM TOP POST TENSIONED SLAB OR BEAM (REINFORCING NOT SHOWN) EMBED PLATE (GALV) 1/2"x12"x1'-0" @ 48" WITH (4) -3/4" DIA. HAS AT CMU EXPOSED TO PARKING PROVIDE #5 DOWELS AT 8", GROUT FIRST FOUR COURSES SOLID, CONTINUOUS REINF. PER 1 & 2/S400; WHERE EXPOSED TO PARKING PROVIDE #5 AT 8" IN FULLY GROUTED CORES, LAP WITH DOWELS GROUT SOLID OR PROVIDE SOLID BLOCK AT EACH ANCHOR LOCATION HOOKED DOWEL. DRILLED-IN DOWELS NOT ALLOWED IN PT SLABS OR BEAMSCLR2"REINFORCING IN GROUTED CORE PROVIDE REBAR POSITIONERS AT 8'-0" ON CENTER MAX AND AT EACH END DOWELS TO MATCH AND LAP WITH WALL REINFORCING ADHESIVE ANCHORED DOWELS INSTALLED AFTER FOOTING HAS BEEN POURED PROVIDE EMBEDDED DOWELS IN ELEVATED FLOORS. DO NOT DRILL INTO SLABS OR BEAMS. CONCRETE SLAB ON GRADE CONCRETE FOUNDATION WALL4'-0 GROUT LIFTAND LAPPROJECTION4'-0" GROUT LIFT4'-0" GROUT LIFTTOP/SECOND GROUT POUR TOP/FIRST GROUT POURAND LAPPROJECTIONAND LAPPROJECTIONCMU WALL TERMINATE GROUT LIFT A MINIMUM 1 1/2" BELOW MORTAR JOINT TO FORM A GROUT KEY FOR SHEAR TRANSFER CONTRACTOR HAS OPTION TO PROVIDE UP TO 5'-4" HIGH GROUT LIFTS L8x6x7/16" x 7 5/8" WITH (2) -HILTI XXXX ANCHORS1 1/2"3"5 3/8" SECTION A-A THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN 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 GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY 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. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architecture / Project Management: PEDCOR DESIGN GROUP LLC Project: Sheet Number: Project Number Set Issue Date Sheet Title: Sheet Issue Date Drawn By Checked By Last Revision Date: COPYRIGHT & OWNERSHIP OF DOCUMENTS Developer: Architect: By:2/3/2023 2:20:11 PMS400 TYPICAL MASONRY DETAILSTHE CONCOURSE22020 550 Monon BlvdCarmel, IN 4603202/03/2023 TWL JDWNOT FORCONSTRUCTIONNOT-TO-SCALE1TYPICAL EXTERIOR CMU WALL REINFORCING NOT-TO-SCALE2TYPICAL INTERIOR CMU WALL REINFORCING NOT-TO-SCALE3MASONRY LINTEL SCHEDULE SCALE: 1" = 1'-0"5 TYPICAL HORIZONTAL JOINT REINFORCING DETAIL SCALE: 1" = 1'-0"6 TYP HORIZ BOND BEAM (1 BAR) REINFORCING DETAIL SCALE: 1" = 1'-0"7 TYP HORIZ BOND BEAM (2 BARS) REINFORCING DETAIL SCALE: 1" = 1'-0"09 TYPICAL CMU CONTROL JOINT DETAIL SCALE: 1" = 1'-0"8 TYP CMU WALL CONTROL JOINT AT INTERSECTION SCALE: 3/4" = 1'-0"10 TYP CMU WALL TOP AND BOTTOM CONNECTIONS SCALE: 1/2" = 1'-0"4 TYPICAL REINFORCED CMU WALL SCALE: 1" = 1'-0"11 LINTEL SUPPORT DETAIL Revision ID Transmittal Set Date Transmittal Set Name