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HomeMy WebLinkAboutS405 - TYPICAL SECTIONS & DETAILS.pdfOPEN BLOCK CMU WALL (RUNNING BOND PATTERN)CMU WALL VERT REINFORCING HORIZ REINFORCING A TYPICAL CORNERB TYPICAL INTERSECTIONALTERNATE LEG DIRECTION OF INTERSECTION BARSCMU WALLHORIZ REINFORCINGVERT REINFORCINGOPEN BLOCK CMU WALL (RUNNING BOND PATTERN)x#4@ 8" OC24"24"x#4@ 8" OC24"24"9 1/4"9 3/8"1 5/8"8"(MIN)24"LAPBOND 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 OPENINGPRECAST LINTEL VERTICAL REINF TO MATCH WALL REINFBOND BEAM AT TOP WALLREINFORCING GROUT (2)CORES ES MASONRY OPNG @ GABLE END WALL 8" TYP (A) TYPICAL CORNER(B) TYPICAL INTERSECTION(C) TYPICAL JAMBNOTES: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 REINFINT NON-BEARING CMU WIRE MESH WALL TIEINT OR EXT LOAD-BERING CMUCMU WALL VERT WALL REINF8"2"CL BEARING PLATE BEAM 1/2" CLR BEARING PLATE -SEE SCHEDULE VERT REINF FULL HEIGHT IN GROUTED CORE (TYP)CMU WALLBEAM ELEVATIONSECTION CMU WALLBEAMBRG PLATE - SEE SCHED HOLD PLATE BACK 1/2"FROM FACE OF CMU (2) #5 x 32" LG IN 8"DEEP BOND BEAMCL BRG AND CL OF WALL BEAM BRG PLATE SECTIONPLANA. BEAM PARALLEL TO MASONRY WALL B. BEAM PERPENDICULAR TO MASONRY WALLCMU WALL4"(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 BEARINGHORIZ JT REINF3/1623/162UNO 1/4 SE E S C H E D U L E CO R E F I L L E D S O L I D WI T H F I N E G R O U T VE R T I C A L R E I N F ( C O N T TH R U B O N D B E A M ) CO N C R E T E M A S O N R Y RE G U L A R O R K N O C K - OU T B O N D B E A M U N I T S NO T E : BO N D B E A M R E Q U I R E D A T 8' - 0 " M A X I M U M V E R T I C A L SP A C I N G U N L E S S N O T E D OT H E R W I S E SSROCPROFE.AIGNNIOLAERERSASTATE OF860325 NNIDNo.AENIRMIEDEGNTSEYMOCDEc1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers317-580-0402 www.mccomaseng.comMcCOMASENGINEERING MEI 15319Sheet 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 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. © 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)MEI 15319KEY PLAN Bldg 5 SCALE: NTSBy:Developer:Project:PLAN NORTH TYPICAL SECTIONS &DETAILS S405Pedcor Square Building 5 357 CITY CENTER DRIVE Carmel, IN, 46032 Project Status KLSJRH12/18/1512/18/15SCALE:S405 3/4" = 1'-0"1TYP BOND BEAM CORNER BAR DTL SCALE:S405 3/4" = 1'-0"2TYP MASONRY WALL OPENING SCALE:S405 3/4" = 1'-0"3TYP MASONRY WALL REINFORCING SCALE:S405 3/4" = 1'-0"4TYP BEAM BEARING ON MASONRY SC A L E : S4 0 5 3 / 4 " = 1 ' - 0 " 5 TY P I C A L B O N D B E A M No.DateDescription