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Home My WebLink AboutS402 121103.pdfT/STL +(SEE PLAN) POCHE REPRESENTS MASONRY WALL P16 F4 P16 F4 T/P -0'-8" T/F -2'-8"HSS 6 MW 8 T / W - 0 ' - 8 " WF 2 4 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"EO D EDGE OF DECK, PERIMETER ANGLE W14x22 +23'-0" +23'-0" OPENING THRU DECK AND FRAMING W1 4 x 2 2 ( S L ) +24'-0" W1 4 x 2 2 + 2 4 ' - 0 " TOP OF STEEL ELEV AT GRID INTERSECTION UNFACTORED REACTION IN KIPS TOP OF STEEL ELEV INDICATES BEAM SIZE JOIST SIZE32LH12 INDICATES KNEE BRACE KB 18 k 18 k INDICATES BRACING W14x22 +24'-0" MOMENT CONNECTION "X" BRIDGING HORIZ BRIDING 36 G 8 N 1 1 . 5 K + 2 4 ' - 0 " JOIST GIRDER SIZE (UNFACTORED) T/JOIST GIRDER ELEV 18 K 5 INDICATES JOIST SIZE INDICATES BEAM SIZE NUMBER OF SHEAR STUDS BEAM CAMBER INDICATES BRACING ELEVATION 5/8" W1 2 x 1 4 ( 9 ) C = 3 / 4 " IN D I C A T E S D E C K SP A N A N D D E C K MA R K S501 2 T/CONC -0'-2" T/CONC -0'-2" T/CONC -0'-0" T/CONC -0'-10" T/CONC -0'-0" SL O P E EXTERIOR SLAB SEE CIVIL THICKENED SLAB CONSTRUCTION OR CONTROL JT EXTERIOR SLAB SEE CIVIL GFK J A J C ARCH SEE AR C H SE E 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 B TYPICAL 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 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. 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 SE E P L A N SE E P L A N SLAB THICKNESS DEPRESSION UP TO T/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 SLOPE1/4 " GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE PLAN) x#5 @ 48" OC1'-6" 1'- 6 " #5x3'-0" @ 12" OC (3) PER DOOR MIN THAN PLAN THICKNESS DEPRESSION GREATER SEEP PLAN SEE PLAN T/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 THICKNESS 2x SLAB 1' - 0" TYP 8" TYP THICKNESS 2x SLAB T/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 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 I N C R E A S E A S R E Q'D F O R L A R G E R C O L 2' - 0" M IN INCREASE AS REQ'D FOR LARGER COL 2' - 0" MIN 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 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 INCREASE AS REQ'D FOR LARGER COL 2' - 0" MIN CONC PIER (BELOW)FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION SCALE: TYP COLUMN ISOLATION JOINT NTS D SCALE: TYP COLUMN ISOLATION JOINT NTS E WRAP HSS w/ 1/2" EXP JT MAT'L COLUMN #4x1'-6" CENTERED IN SLAB WRAP HSS w/ 1/2" EXP JT MAT'L COLUMN #4x1'-6" CENTERED IN SLAB ALTERNATE FOR HSS COL ALTERNATE FOR HSS COL 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING SS R O C P R O F E. A I GN N IO LA E RE R SA STATE OF 860325 N NI DNo. A ENI RM IE D EGN T S EY MOCDEc DR A W N B Y CH E C K E D B Y CL I E N T S I G N O F F IS S U E D A T E RE V I S I O N S CE R T I F I C A T I O N 13270MEI SD S CR M OC T O B E R 2 5 , 2 0 1 3 AD D E N D U M # 1 11 . 2 7 . 2 0 1 3 1 AD D E N D U M # 2 2 12 . 1 1 . 2 0 1 3 S402S402S402S402 SCALE: NTS FOUNDATION PLAN LEGEND SCALE: NTS FRAMING PLAN LEGEND