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HomeMy WebLinkAbout026_VS402 - LEGENDS AND SOG DETAILS.pdfT/STL +(SEE PLAN) POCHE REPRESENTS MASONRY WALL P16 F4 P16 F4 T/P -0'-8" T/F -2'-8"HSS6MW8 T/W -0'-8"WF24 T/F -2'-8"CW8 T/W -0'-8" WF24 T/F -2'-8" COL MARK, SEE SCHEDULE FOR ACTUAL SIZE, BASEPLATE AND ANCHOR RODS P16 = PIER MARK, SEE SCHEDULE T/P = TOP OF PIER ELEV F4 = COL FTG MARK, SEE SCHEDULE T/F = TOP FTG ELEV CONCRETE MASONRY UNIT WALL (MW) SEE SCHED FOR SIZE AND REINF T/W = TOP OF WALL ELEV CONCRETE WALL (CW), SEE SCHED FOR WALL THICKNESS AND REINFSPOT ELEV INDICATES TOP OF CONC INDICATES PLAN DETAIL COL GRID, COLUMNS CENTERED ON GRID INTERSECTION, UNO T/F = TOP OF FTG ELEV CONCRETE WALL FTG (WF), SEE SCHED FOR SIZE AND REINF INDICATES SECTION CUT POCHE REPRESENTS CONCRETE WALL1 S401 2 S401 INDICATES EDGE OF WALL FTG INDICATES EDGE OF WALL FTG UNDER FLOOR SLAB 12 H G 12 D C B 11 INDICATES PLAN DETAIL INDICATES SECTION CUT 1 S401 2 S401 COL GRID, COLUMNS CENTERED ON GRID INTERSECTION, UNO 4"EODEDGE OF DECK, PERIMETER ANGLE W14x22 +23'-0" +23'-0" OPENING THRU DECK AND FRAMING W14x22 (SL)+24'-0"W14x22 +24'-0"TOP OF STEEL ELEV AT GRID INTERSECTION UNFACTORED REACTION IN KIPS TOP OF STEEL ELEV INDICATES BEAM SIZE JOIST SIZE32LH12 INDICATES KNEE BRACE KB18k18kINDICATES BRACING W14x22 +24'-0" MOMENT CONNECTION "X" BRIDGING HORIZ BRIDING 36G8N11.5K +24'-0"JOIST GIRDER SIZE (UNFACTORED) T/JOIST GIRDER ELEV 18K5INDICATES JOIST SIZE INDICATES BEAM SIZE NUMBER OF SHEAR STUDS BEAM CAMBER INDICATES BRACING ELEVATION5/8"W12x14 (9) C=3/4"INDICATES DECKSPAN AND DECKMARKS501 2 T/CONC -0'-2" T/CONC -0'-2" T/CONC -0'-0" T/CONC -0'-10" T/CONC -0'-0"SLOPEEXTERIOR SLAB SEE CIVIL THICKENED SLAB CONSTRUCTION OR CONTROL JT EXTERIOR SLAB SEE CIVIL GFKJ A J CARCH SEEARCHSEE CMU/CONC WALL CMU WALL CONC RAMP SLAB DEPRESSION OPENING IN SLAB SEE DETAIL H LOWER SLAB COLUMN ISOLATION SEE DETAIL D COLUMN ISOLATION SEE DETAIL E SLAB ON GRADE BTYPICAL SLAB ON GRADE KEY PLAN SCALE: NTS NOTE: KEY PLAN ILLUSTRATES CONSTRUCTION CONCEPTS ONLY. SEE PLAN FOR ACTUAL DIMENSIONS AND ARRANGEMENTS. SOG01 SLAB MARK SEE SCHEDULE 2' - 0"2' - 0"POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) FORMED KEY VAPOR RETARDER CONC SLAB COMPACTED SUB GRADE COMPACTED GRANULAR FILL T/SLAB +(SEE PLAN) 1/8" SAW N CONTROL JOINT, ALL JOINTS SHALL BE SAWN WITHIN 12 HOURS OF SLAB POUR 4" 13'-0" 1" 5" 15'-0" 1 1/4" 6" 15'-0" 1 1/2" 7" 18'-0" 1 3/4" 8" 20'-0" 2" 9" 24'-0" 2 1/4" 10" 25'-0" 2 1/2" 1'-0" 25'-0" 3" SLAB THICKNESS MAX JT SPACING JOINT DEPTH NOTE: CONTRACTOR TO PROVIDE CONTROL JOINT LAYOUT, BASED ON MAXIMUM JOINT SPACING, UNO. POUR SLAB, LEAVING OUT AREA AROUND COLUMN. INFILL WITH CONCRETE AFTER SLAB HAS CURED 1/2" EXP JT MAT'L COLUMN SLAB CONTROL JT, TYP AT ALL COLUMN LINES2' - 0"TYPCONC PIER (BELOW) FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION THICKEND PORTION OF SLAB TO BE TWICE THE SLAB THICKNESS CALLED OUT ON THE PLANS(3) #5 CONT REINF ALL INTERIOR MASONRY WALLS OVER 12'- 0" HIGH w/ #5 @ 4'-0" OC, UNO 3' - 0" x#5 DOWELS, UNO1'-0"3'-0"8" MIN SEE PLANSEE PLANSLAB THICKNESSDEPRESSION UP TOT/SLAB +(SEE PLAN) WWF TO CONT THRU DEPRESSED SLAB AREA SEE PLAN FOR LIMITS COMPACTED DRAINAGE FILL PERIMETER INSULATION - SEE ARCH CONC SLAB 1/2" EXP JT MAT'L @ THRESHOLD INTERIOR SLAB EXTERIOR SLAB SLOPE1/4"GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE PLAN) x#5 @ 48" OC1'-6"1'-6"PERIMETER INSULATION - SEE ARCH CONC SLAB 1/2" EXP JT MAT'L INTERIOR SLAB EXTERIOR SLAB SLOPE 1/4"GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE PLAN) x#5 @ 48" OC1'-6"1'-6"#5x3'-0" @ 12" OC (3) PER DOOR MINTHAN PLAN THICKNESSDEPRESSION GREATERSEEP PLANSEE PLANT/SLAB +(SEE PLAN) x#3 @ 12" OC 9" 9"CONC SLAB #3 CONT COMPACTED DRAINAGE FILL CONC SLAB 2 1 T/SLAB +(SEE PLAN) 8" MIN T/SLAB +(SEE PLAN) T/SLAB +(SEE PLAN) 1/2" EXP JT MAT'L CONC SLAB CMU/CONC WALL 8" TYP 1' - 0" TYP THICKNESS2x SLAB1' - 0" TYP 8" TYP THICKNESS2x SLABT/STL +(SEE PLAN) T/STL +(SEE PLAN) CONC SLAB KEY METAL CONSTUCTION JOINT COMPACTED DRAINAGE FILL CONC SLAB KEY METAL CONSTUCTION JOINT TYP SLAB CONSTRUCTION JT TYP SLAB CONTROL JT SCALE: TYPICAL CONCRETE SLAB JOINTS NTS A SCALE: TYPICAL THICKENED SLAB NTS B SCALE: TYP CONCRETE RAMP DETAILS NTS C TOP OF RAMP BOTTOM OF RAMP SCALE: TYP COLUMN ISOLATION JOINT NTS D SCALE: TYP COLUMN ISOLATION JOINT NTS E SCALE: TYP SECTION AT ENTRY NTS F SCALE: TYP SECTION AT EXTERIOR SLAB NTS G SCALE: TYP DEPRESSED SLAB SECTIONS NTS J SECTION SECTION SCALE: TYP EXPANSION JT AT WALL NTS K ADDITIONAL #4x1'-6" @ EACH CORNER ADDITIONAL (4) #4x1'-6" OPENING IN SLAB 1 1/2" CLR (TYP)LIMITS OF SLAB REINFORCING SCALE: TYP SLAB ON GRADE OPENING NTS H NOTE: COORD LOCATION OF THRESHOLD w/ ARCH DWGS 6" SPLIT PVC WATERSTOP FOAM BACKER ROD AND SEALANT ALL HORIZONTAL REINF IS CONT THRU JOINT 1/2" 5/8"1 1/2" CLRLAP - SEE SCHEDULE FOAM BACKER ROD AND SEALANT 5/8"1 1/2" CLRINSIDE FACE OF CONC WALL 1/2 OF HORIZONTAL REINF IS CONT THRU JOINT 6" PVC WATERSTOP WIRE SUPPORT FOR PVC WATERSTOP DISCONTINUOUS REINF SS ROC PROFE.AI GNNIOLAE RER SASTATE OF 860325 NNID No. A ENI R M IED EG N TS E Y MOC DE c E R 28 22 16 H 11 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 15102 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 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 15102 KEY PLAN VETERANS WAY SCALE: NTS By: Developer: Project: PLAN NORTH VETERANS WAYEXTENSIONCarmel, IN 46032LEGENDS AND SOG DETAILS VS402 CONSTRUCTION DOCUMENT KLS JRH 04/29/16 04/29/16 SCALE: NTS FOUNDATION PLAN LEGEND SCALE: NTS FRAMING PLAN LEGEND No. Date Description SCALE:VS402 3/4" = 1'-0" 1TYP CONC WALL CONSTR JT SCALE:VS402 3/4" = 1'-0" 2TYP CONC WALL CONTROL JT