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HomeMy WebLinkAboutS530 - FOUNDATION DETAILS & SECTIONS(4) #5 x CONTINUOUS CONCRETE SLAB ON GRADE PER PLAN INTERIOR WOOD STUD BEARING WALL THICKNESS & LOCATION PER THE ARCHITECTURAL FLOOR PLANS. 1V 1H 1' - 0"2' - 6" ANCHORS PER SHEAR WALL SCHEDULE #5 x 5'-0" @ 1'-6" O.C. 2x6 EXT. WALL PER PLAN 11 1/4"FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/c VARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" 6"MIN. 30" BELOW GRADEDOOR PER ARCH. DWGS. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" EXT. SLAB ON GRADE PER SITE/CIVIL HORIZONTAL 3/4" DIA. x 18" SMOOTH DOWELS AT 16" O/C W/ (4) MIN. AT A DOOR. GREASE ENDS IN EXT. SLAB 6" 11 1/4"MIN. 30" BELOW GRADE11 1/4"FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. (3) #4@ 12"O/C AT EACH THICKENED SLAB LOCATION PER PLAN BEARING WALL PER PLAN & SCHEDULES FF VARIES-REF. FDN & SITE/CIVIL PLANS (3) #5 CONT.MIN. 30" BELOW GRADEREINFORCEMENT PER THICKENED SLAB DETAIL(S) MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. 2x6 EXT. WALL PER PLAN 11 1/4"FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. (2)#4 CONTINUOUS ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS GARAGE SLAB ON GRADE- ELEVATION VARIES #4 BARS @ 18" o/c (3) #5 CONT. 2' - 0" 6"MIN. 30" BELOW GRADE6" INTERIOR BEARING WALL. SEE PLAN FOR (2) 2X4 OR 2X6 BEARING.11 1/4"GARAGE SLAB ON GRADE- ELEVATION VARIES TURN DOWN SLAB ON FOOTING #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS SLAB ON GRADE #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" 6"MIN. 30" BELOW GRADE2'-4" MIN.GARAGE DOOR PER ARCH. DWGS. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" EXT. SLAB ON GRADE PER SITE/CIVIL HORIZONTAL 3/4" DIA. x 18" SMOOTH DOWELS AT 16" O/C W/ (4) MIN. AT A DOOR. GREASE ENDS IN EXT. SLAB 6"7 1/4"MIN. 30" BELOW GRADEMASONRY VENEER WHERE APPLICABLE. REFER TO ARCH.2'-4" MIN.DOOR PER ARCH. DWGS. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE #4 BARS @ 24" o/c VARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" HORIZONTAL 3/4" DIA. x 18" SMOOTH DOWELS AT 16" O/C W/ (4) MIN. AT A DOOR. GREASE ENDS IN EXT. SLAB 6" 11 1/4"MIN. 30" BELOW GRADE1'-0" OR LESS6" MIN. BELOW GRADE #5 CONT. EXTERIOR CONC.-REF. SITE/ CIVIL & ARCH. DWGS. VERTICAL RAILING POST-REF. ARCH. 8" SLOPE 2'-4" MIN.2x6 EXT. WALL PER PLAN 11 1/4"MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" 6"MIN. 30" BELOW GRADE1'-0" OR LESS6" MIN. BELOW GRADE #5 CONT. EXTERIOR CONC.-REF. SITE/ CIVIL & ARCH. DWGS. VERTICAL RAILING POST-REF. ARCH. 3/8" EXPANSION MATERIAL. SLOPE 8" 2'-4" MIN.6" COLD-FORMED STUDS. GAGE, SPACING AND ANCHORAGE BY SUPPLIER FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. STONE BASE, REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/c VARIES 20" INSULATION PER ARCH. (3) #5 CONT. MIN. 30" BELOW GRADE 8"11 1/4" 2' - 0" 2'-4" MIN.11 1/4" EXTERIOR CONC. SLAB MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/c VARIES 20" INSULATION PER ARCH. (3) #5 CONT. 2' - 0" 6"MIN. 30" BELOW GRADE 6" COLD-FORMED STUDS. GAGE, SPACING AND ANCHORAGE BY SUPPLIER 1/2" DIA. x 18" LONG S.S. SMOOTH DOWELS AT 18" o.c.2'-4" MIN. B.3 #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT. 8" 2' - 0" EXTERIOR CONC. SLAB STOREFRONT FRAMING PER ARCH. DRAWINGS MIN. 30" BELOW FINISHED GRADE2'-4" MIN.2x6 BEARING WALL PER PLAN 11 1/4"(2)#4 CONTINUOUS ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS GARAGE SLAB ON GRADE- ELEVATION VARIES #4 BARS @ 18" o/c (3) #5 CONT. 2' - 0" EQ.MIN. 30" BELOW GRADE6" GARAGE SLAB ON GRADE- ELEVATION VARIES EQ.2'-4" MIN.2x4 DOUBLE DEMISING WALL PER PLAN 11 1/4"(2)#4 CONTINUOUS ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS GARAGE SLAB ON GRADE- ELEVATION VARIES #4 BARS @ 18" o/c (3) #5 CONT. 2' - 0" EQ. MIN. 30" BELOW GRADE8" GARAGE SLAB ON GRADE- ELEVATION VARIES EQ.2'-4" MIN.2x6 EXT. WALL PER PLAN SEE PLAN.FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB ANCHORAGE PER WOOD FRAMING NOTES, SCHEDULES, AND DETAILS SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/c VARIES20"INSULATION PER ARCH. (3) #5 CONT. 2' - 0"MIN. 30" BELOW FINISHED GRADE1'-0" MIN. MIN. 12" WIDE CONC. STEM WALL W/ #5 @ 12" O/C EACH WAY, EACH FACE.2'-4" MIN. T/C 821.30' T/C 818.56' 8" CONC. WALL w/ #5 AT 12" o.c. VERT. AND #5 AT 15" o.c. HORIZ. CONC. SLAB PER PLAN CONC. SLAB PER PLAN 8"#5 AT 12" o.c. 18" 18" (3) #5 CONT. #5 x 1'-6" AT 24" o.c.8"AG.5 6" COLD-FORMED STUDS. GAGE, SPACING AND ANCHORAGE BY SUPPLIER FINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. MASONRY VENEER WHERE APPLICABLE. REFER TO ARCH. #4 CONTINUOUS AT OUTSIDE EDGE OF SLAB SLAB ON GRADE. TURN DOWN SLAB ONTO FOOTING. #4 BARS @ 24" o/cVARIES20" INSULATION PER ARCH. (3) #5 CONT.MIN. 30" BELOW GRADE6"11 1/4"2' - 0"2'-4" MIN. 2' - 0" MIN. LAPFINISH GRADE OR EXT. PAVEMENT VARIES REF. SITE/CIVIL DWGS. MASONRY VENEER PER ARCH. DRAWINGS 8" OPEN CORE BOND BEAM w/ (2) #5 CONT. 8" CONC. BLOCK w/ #5 AT 24" o.c. VERT. (GROUT SOLID AT BARS) AND HORIZ. REINF. AT 16" o.c. BOND BEAM PER NOTE ABOVE AT GRADE 6 / 8" BLOCK, GROUT SOLID BELOW GRADE 1' - 1 1/4" #5 DOWELS AT 24" o.c. (3) #5 CONT. #5 x 2'-6" AT 24" o.c. 2' - 6"2' - 4" MIN.MIN. 30" BELOW GRADE50 South B.B. King Blvd. Suite 600 Memphis, TN 38103 901.521.1440 Drawing Name: Client: Drawn By: Checked By: Project Name: Seal Issued / RevisedDate # Issues and Revisions ©2020 LRK Inc. Drawings, written material, and design concepts shall not be used or reproduced in whole or part in any form or format without prior written consent of LRK Inc. Do not scale drawings. Use given dimensions only. If not shown, verify correct dimensions with the Architect. Contractor shall check and verify all dimensions and conditions at job site. LHB Project Number: 20097 9/3/2021 10:23:31 AM C:\Users\plock.LHB\Documents\18066-Corner Carmel-Structural_Central-19_plock.rvt LRK Project Number: 01.18066.00 S530 FOUNDATION DETAILS & SECTIONS The Corner Carmel, IN SAC PRL 116th Street & Rangeline Carmel, INThe Corner Carmel, IN •01.18066.0030 South Meridian Street, Suite 1100 Indianapolis, IN 46204 NOT TO SCALE 1 THICKENED SLAB TS30 NOT TO SCALE 2 TYP. FOUNDATION SECTION NOT TO SCALE 3 TYP. FOUNDATION SECTION AT DOORWAY NOT TO SCALE 4 THICKENDED SLAB AT EXT. WALL NOT TO SCALE5 CURB FOUNDATION AT GARAGE NOT TO SCALE 6 INTERIOR WALL AT GARAGE NOT TO SCALE 7 TYP. FOUNDATION SECTION AT GARAGE DOOR NOT TO SCALE 8 PATIO SLAB ON GRADE @ DOORWAY NOT TO SCALE9 PATIO SLAB ON GRADE @ EXTERIOR 3/4" = 1'-0" 10 TYP. FOUNDATION SECTION - BLDG. A AT STONE 3/4" = 1'-0" 11 FOUNDATION SECTION - BUILDING A WEST END 3/4" = 1'-0" 12 TYP. FOUNDATION SECTION - BUILDING A STOREFRONT 3/4" = 1'-0" 13 CURB AT 2X6 GARAGE WALL 3/4" = 1'-0"14 CURB AT DOUBLE DEMISING GARAGE WALL 3/4" = 1'-0" 15 FOUNDATION SECTION AT RETAINING WALL 1" = 1'-0" 16 FOUNDATION SECTION 3/4" = 1'-0" 17 TYP. FOUNDATION SECTION - BLDG. A WAINSCOT 3/4" = 1'-0"18 TYP. FOUNDATION SECTION - SCREEN WALLS 06.16.21 Permit Set A 07.15.21 Addendum A C 09.01.21 IFC Set 11/15/21