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HomeMy WebLinkAboutS403 - SOG DETAILS & LEGENDST/STL +(SEE PLAN) POCHE REPRESENTS MASONRY WALL P16 F4 P16 F4 T/P -0'-8" T/F -2'-8" HSS6 MW8 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 REINF SPOT 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 1 CONCRETE WALL 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" EOD EDGE 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 32LH12 JOIST SIZE INDICATES KNEE BRACE KB 18k 18k INDICATES BRACING W14x22 +24'-0" MOMENT CONNECTION "X" BRIDGING HORIZ BRIDING 36G8N11.5K +24'-0" JOIST GIRDER SIZE (UNFACTORED) T/JOIST GIRDER ELEV 18K5 INDICATES JOIST SIZE INDICATES BEAM SIZE NUMBER OF SHEAR STUDS BEAM CAMBER INDICATES BRACING ELEVATION 5/8" W12x14 (9) C=3/4" INDICATES DECK SPAN AND DECK MARK S501 2 T/CONC -0'-2" T/CONC -0'-2" T/CONC -0'-0" T/CONC -0'-10" T/CONC -0'-0" SLOPE EXTERIOR SLAB SEE CIVIL THICKENED SLAB CONSTRUCTION OR CONTROL JT EXTERIOR SLAB SEE CIVIL G F K J A J C ARCH SEE ARCH SEE 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 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 LINES 2' - 0" TYP CONC PIER (BELOW) FOUNDATION WALL, SEE FOUNDATION PLAN FOR ACTUAL CONDITION THICKEND PORTION OF SLAB TO BE TWICE THE SLAB THICKNESS CALLED (3) #5 CONT OUT ON THE PLANS REINF ALL INTERIOR MASONRY WALLS OVER 12'- 0" HIGH w/ #5 @ 4'-0" OC, UNO 3' - 0" #5 x DOWELS, UNO 1'-0" 3'-0" 8" MIN SEE PLAN SEE PLAN 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 SLOPE 1/4 " GRANULAR FILL T/SLAB +(SEE PLAN) T/W +(SEE PLAN) #5 x @ 48" OC 1'-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) #5 x @ 48" OC 1'-6" 1'-6" #5x3'-0" @ 12" OC (3) PER DOOR MIN THAN PLAN THICKNESS DEPRESSION GREATER SEEP PLAN SEE PLAN T/SLAB +(SEE PLAN) #3 x @ 12" OC 9" CONC SLAB 9" #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 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 INDICATES SECTION CUT 1 S401 GIRDER TRUSS JACK TRUSS T3 (3) 2x6 TRUSS T2 @ 2'-0" OC BUC RIDGE PSL5 1/2" x 12" +(12'-0") 12 4 (2) 2x6 4x4 POST T/BRG WALL +(12'-0") 2/S400 BUC 2x12 2x12 PSL5 1/8" x 12" INDICATES SHEATHING SPAN AND INFO INDICATES SHEATHING SPAN AND INFO 11 7/8" WOOD JOISTS @ 16" OC TRUSS T1 @ 2'-0" OC SLOPE 16k 16k COL GRID, COLUMNS CENTERED ON GRID INTERSECTIONS, UNO INDICATES FRAMING MEMBER AND SPACING INDICATES BRG WALL BELOW INDICATES HEADER BELOW INDICATES FRAMING MEMBER FACTORED REACTION IN KIPS COLUMN MARK SEE SCHEDULE BEAM SIZE INDICATES PLAN DETAIL INDICATES ROOF SLOPE FLOOR FRAMING ROOF FRAMING INDICATES BUILT UP COLUMN INDICATES OPENING IN FRAMING INDICATES FRAMING MEMBER SIZE INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES BRG WALL BELOW ELEVATION TAG INDICATES FRAMING MEMBER SIZE AND SPACING INDICATES ROOF OVERBUILD TOP OF BEAM INDICATES WD BEAM FRAMES OVER TOP OF COL/POST INDICATES WD BEAM FRAMES INTO SIDE OF COL/POST 1717 East 116th Street, Suite 200 Carmel, Indiana 46032 Structural Engineers 317-580-0402 www.mccomaseng.com McCOMAS ENGINEERING MEI 16054 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. 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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) By: Developer: Project: SOG DETAILS & LEGENDS S403 Park East Retail Carmel, Indiana KLS CRR 12/22/16 12/22/16 SCALE: NTS FOUNDATION PLAN LEGEND SCALE: NTS FRAMING PLAN LEGEND SCALE: NTS WOOD FRAMING PLAN LEGEND No. Date Description 04/16/18 Nick Mishler