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HomeMy WebLinkAboutS408 - TYPICAL FOUNDATION & CMU DETAILSNOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL CORNER DETAIL NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL INTERSECTION DETAIL NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL CORNER DETAIL NOTE: ALL BENT BARS SAME SIZE AND SPACING AS HORIZONTAL STEEL INTERSECTION DETAIL LAP - SEE SCHED TOP BAR TENSION LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED TOP BAR TENSION LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED TOP BAR TENSION LAP - SEE SCHEDTOP BAR TENSIONLAP - SEE SCHED TOP BAR TENSION LAP - SEE SCHED TOP BAR TENSION LAP - SEE SCHEDTOP BAR TENSION1 2 SEE SCHEDULET/FTG -(SEE PLAN) LAP LENGTH SEE TABLE FOR PVC SLEEVE AS REQUIRED BAR SIZE & NUMBER x 5'-0" TO MATCH FOOTING REINFORCING SEE WALL FOOTING SCHEDULE FOR REINFORCING 2'-0".6" MIN4"1' - 0"4' - 0"1' - 0"8"9" SILL ANGLE -L6x6x1/2" (4) #5 HORIZ #6 @ 12" OC, EW, T&B HYDRAULIC SHAFT OPNG 3" CLRRX WATERSTOP GRANULAR FILL CONC SLAB L5x3x1/4" (LLV) w/ 1/2"Øx4" HS @ 2'-0" OC T/SLAB +(SEE PLAN) T/ELEV SLAB +(SEE PLAN)VERIFY w/ ELEVATOR SUPPLIER1'-0"x#5 @ 12" OC, CENTER IN WALL 2'-0"2'-0"x#5 @ 12" OC 1" CLR8"5/16 4-12 2" CLR 2" CLR2" CLR2" CLRCOLUMN ANCHOR RODS WITHIN TIES CONC PIER PIER VERT REINF SEE SCHEDULE CONC FTG T/P +(SEE PLAN)2"2"3"2' - 8 3/4"#3 TIES @ 12" OC1' - 10"1' - 10"SEE PLAN SEE PLANPIER VERT REINF SEE SCHEDULE TIE A SECTION A T/F -(SEE PLAN) PLACE TIE IN FTG FOR DOWEL ALIGNMENT 2" CLR1' - 10"1' - 10"SEE PLAN SEE PLANPIER INTEGRATED w/ WALL2" CLRWALL HORIZ CONT THROUGH PIER REINF COLUMN ANCHOR RODS WITHIN TIES PIER VERT AND TIE REINF CENTERED UNDER COLUMN (TYP) SEE SCHEDULE FTG 2"2"A SECTION A T/F -(SEE PLAN)#3 TIES @ 12" OC (MAX)FOOTING REINFORCINGWALL FTGCOLUMN FTG COLUMN FTGPIER VERT AND TIE REINF CENTERED UNDER COLUMN (TYP) SEE SCHEDULE 2" TYP T/F +(SEE PLAN) T/F +(SEE PLAN) 1' - 0" MATCH FOOTING REINF IN SIZE AND NUMBER REQ'D 2'-0"2'-0" FTG REINF FTG REINF 2 1 1' - 0"2'-0" MAX8" NEW CONC SLAB EXISTING CONC SLAB COAT WITH BONDING AGENTNEW CONC SLAB #5x1'-8"@12" USE HILTI HVA ADHESIVE CARTRIDGE TO BOND BAR TO EXISTING SLAB T/SLAB +(SEE PLAN) FUTURE GRADE COLUMN FOOTING OR GRADE BEAM SOFT UNSUITABLE SOILS EXCAVATED AND REPLACED WITH "CONTROLLED FILL" EXCAVATION LINE SEE SOILS REPORT FOR SLOPE d = DEPTH TO SUITABLE SOILS B d"B + d 2 1 8" MIN6" PERFORATED DRAIN HVAC DUCT (SEE MECHANICAL FOR SIZE & LOCATION) T/SLAB +(SEE PLAN) CONC SLAB GRANULAR FILL 500 PSI CONCRETE w/ 10" SLUMP PROVIDE SPECIAL INSPECTION PROCEDURES (LEVEL "B" QUALITY ASSURNACE) AS DESCRIBED IN "TMS 402/ACI 530/ASCE 5" (LATEST EDITION) SUBMIT REPORTS TO ENGINEER OF RECORD 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" MAXIMUM POUR = 5'-0" PROVIDE CLEAN OUT HOLE - MINIMUM SIZE 3"x3". MORTAR & DEBRIS TO BE REMOVED FROM INSIDE CELL WALLS - SEAL PRIOR TO GROUTING BUT AFTER INSPECTION -CLEAN OUT HOLES NOT REQUIRED IF 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 BASE SUBSTRUCTURE MAY VARY PROVIDE SPECIAL INSPECTION PROCEDURES (LEVEL "B" QUALITY ASSURNACE) AS DESCRIBED IN "TMS 402/ACI 530/ASCE 5" (LATEST EDITION) SUBMIT REPORTS TO ENGINEER OF RECORD 48 BAR DIAMETER LAP SPLICE (TYP) VERT CMU REINF - SEE PLAN & SCHEDULE GROUT ALL MASONRY CELLS w/ VERT REINF LAY UP NEXT SECTION 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 BETWEEN LIFTS 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" MAXIMUM POUR = 12'-0" PROVIDE CLEAN OUT HOLE. MINIMUM SIZE 3"x3". MORTAR & DEBRIS TO BE REMOVED FROM INSIDE CELL WALLS. SEAL PRIOR TO GROUTING BUT AFTER INSPECTION..NOTE: DO NOT GROUT UNTIL MORTAR HAS SET SUFFICIENTLY TO WITHSTAND THE PRESSURE OF THE GROUT -WAIT NOT LESS THAN 24 HOURS CLEAN OUT FOR NEXT POUR SAME AS BASE BASE SUBSTRATE MAY VARY 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) 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 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 2" CL BEARING PLATE BEAM 1/2" CLR BEARING PLATE - SEE SCHEDULE VERT REINF FULL HEIGHT IN GROUTED CORE (TYP) CMU WALL BEAM ELEVATION SLIDING 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 BRG PLATE SECTION PLAN A. BEAM PARALLEL TO MASONRY WALL B. BEAM PERPENDICULAR TO MASONRY WALL CMU WALL (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 2UNO FIXED L3 1/2x4x3/16 CLIP w/ (2) 5/8"Øx3 3/4" EMBED EXP BOLTS INTO CMU -(1) 3/4"Ø BOLT IN HORIZ LSL TO BEAM 3/16 2 3/16 21 END ONLY DO NOT WELD BOTH ENDS TO EMBED PLATES PROVID CLIP RESTRAINT BOTH ENDS 1/2"GROUT SOLID TO WEB AT UNRESTRAINED END 3/16 2 3/16 21 END ONLY 1' - 2"7"2' - 0" 1' - 6" 1'-0" 9"1 1/2"1 1/2"3"TOP OF BLOCK TO CL OF BOLT3"1 1/2" BOTT OF BEAM TO TOP OF BLOCKBEAM BOND BEAM EXPANSION ANCHORS INSTALLED AT BOTTOM OF SLOTS ANGLE OR BENT PLATE -SEE PLAN w/ 9/16" x 2" SLOTTED HOLES 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.ANGLE OR PLATE SPACING SHALL BE 48" OC, UNO. 6.VERTICAL LEG OF ANGLE OR PLATE SHALL BUTT RIGHT AGAINST MASONRY.6"3"3" 1/4 2-10 ELEVATOR WALL ELEVATOR SLAB REINF TO MATCH PIT SLAB 1' - 6"1' - 6"1' - 0"SLABDEPTHCOORDCOORD ELEVATOR SLAB 1 1 SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ ELEVATOR SUPPLIER T/SLAB +(SEE PLAN) SECTION A-A SUMP PIT, COORD SIZE, DEPTH AND LOCATION w/ ELEVATOR SUPPLIER ELEVATOR WALL ELEVATOR SLAB ISOMETRIC OF SUMP PIT AAO'DONNELL & NACCARATO, INC.1717 EAST 116th STREET I SUITE 200 I CARMEL, IN 46032(317) 580-0402 I WWW.O-N.com I SS ROC PROFE.AI GNNIOLAE RERSASTATE OF 860325 NNID No.AENIR M I ED EG N TS E Y MOC DE c MEI 19126 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 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 RIG HT 2018 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) M/O&N 7080.0001.00 By: Developer: Project:Project No. 7080.0001.00BUILDING SHELL BID PHASE III 11/24/21 No.Date Description TYPICAL FOUNDATION & CMU DETAILS S408WREN BUILDING750 Veterans WayCarmel, IN 46032CONSTRUCTION DOCUMENTS KLS JRH 11/24/21 03/10/20 SCALE:S4083/4" = 1'-0" 1TYP REINFORCED WALL DETAILS SCALE:S4083/4" = 1'-0" 2TYP SLEEVE DTL AT WALL FTG SCALE:S4083/4" = 1'-0" 10ELEVATOR PIT DETAIL SCALE:S4083/4" = 1'-0" 8TYPICAL CORNER PIER DETAIL SCALE:S4083/4" = 1'-0" 7TYPICAL PIER ELEVATION SCALE:S4083/4" = 1'-0" 9TYPICAL PIER ELEVATION SCALE:S4083/4" = 1'-0" 5TYP TOP OF FOOTING STEP SCALE:S4083/4" = 1'-0" 6TYPICAL SECTION @ ENTRY SCALE:S4083/4" = 1'-0" 4FDN-059 CONTROLLED FILL DETAIL SCALE:S4083/4" = 1'-0" 3 SECTION @ UNDERSLAB DUCTWORK SCALE:S4083/4" = 1'-0" 11 LOW LIFT GROUTING REQUIREMENTS SCALE:S4083/4" = 1'-0" 12 HIGH LIFT GROUTING REQUIREMENTS SCALE:S4083/4" = 1'-0" 13TYP BOND BEAM CORNER BAR DTL SCALE:S4083/4" = 1'-0" 14TYP MASONRY WALL OPENING SCALE:S4083/4" = 1'-0" 15TYP BEAM BEARING ON MASONRY SCALE:S4083/4" = 1'-0" 16 TYPICAL BEAM TO MASONRY WALL ANCHOR SCALE:S4083/4" = 1'-0" 17TYP ELEVATOR SUMP