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HomeMy WebLinkAboutS101 - Foundation PlanF5.0 HSS4x4x1/4P24, BP1-1'-0" FOUNDATION LEGEND TOP OF FTG ELEVATION COLUMN SIZE PIER SIZE, SEE PIER SCHEDULE FOOTING SIZE, SEE FOOTING SCHEDULE BASE PL, SEE BASE PL SCHEDULE0' - 5 1/2"12' - 7 1/2" 11' - 4"8' - 3 1/4"12' - 10 3/4" 9' - 8" 53' - 7" 27' - 2 1/4" 9' - 0 3/4" 17' - 9 1/2" 27' - 2 1/2" 9' - 7 3/4"54' - 7 5/8"1' - 0" 54' - 7 5/8" 20' - 6" 12' - 4 1/2" 8' - 9 1/2" 12' - 11 3/4"17' - 9 1/2" 81' - 8 3/8" 103' - 11 7/8" 35' - 3 5/8" FLOOR JOISTS: 2x14's @ 12" OC 44' - 3" 2' - 1 3/4"16' - 2 1/2"6x6 POST6x8 POST 6x6 POST 6x8 POST6x6 POST 6x8 POST 6x6 POST 6x6 POST 6x6 POST 6x6 POST 99' - 5 7/8"19' - 7"SHEAR WALL 10' - 1 1/2" SHEAR WALL 8' - 0"SHEAR WALL8' - 0"SHEAR WALL 8' - 0" SHEAR WALL TYPE 'A'SHEAR WALL TYPE 'A' SHEAR WALL TYPE 'A' SHEAR WALL TYPE 'B' SHEAR WALL TYPE 'A' SHEAR WALL TYPE 'B' SHEAR WALL TYPE 'B' SHEAR WALL TYPE 'B' SHEAR WALL TYPE 'B' SHEAR WALL TYPE 'B' 6x6 POST SHEAR WALL TYPE 'B'2' - 0"P10 F3x3 P10 F3x3 F3x316' - 2 1/2"STEP(-1'-0")(-2'-0") STEP (-1'-0") (-2'-0") STEP (-1'-0") (-2'-0") 2 S101 3 S101 16' - 0" 10' - 6" 16' - 0" 5.5"x16" GLULAM BEAM 5.5"x16" GLULAM BEAM 5.5"x16" GLULAM BEAM (-1'-0") (-1'-0") STEP (-1'-0") (-2'-0") (-1'-0") P18 F3x3 P18 F3x3 P18 F3x3 P18 F3x3 P18 F3x3 F3x3P18 6' - 4 1/8"6' - 10 3/8" 6x6 POST 2' - 0 1/2" 4' - 3 1/4"10' - 2 1/8"2' - 8 5/8" 17' - 9 3/8" 18' - 7 1/2" 17' - 9 1/4"1' - 0"9' - 10 3/4" 9' - 10 3/4" 6" CONC SLAB ON GRADE - EXT 6" CONC SLAB ON GRADE - EXT 4" CONC SLAB ON GRADE w/ REINF PER GENERAL NOTES ON 6" INDOT #53 CRUSHED STONE CJCJCJCJ CJ CJ CJ CJ CJCJCJCJ CJ CJCJ CJCJ CJCJCJCJ CJCJ2x142x142x142x142x142x146x6 POST FOUNDATION NOTES: 1. TOP OF SLAB TO BE DATUM ELEVATION 0'-0". 2. FOUNDATION ELEVATIONS SHOWN ARE APPROXIMATE. ALL FOUNDATIONS TO BEAR ON SUITABLE SOIL AS DEFINED IN THE GEOTECHNICAL REPORT. 3. ALL PERIMETER AND EXTERIOR FOUNDATIONS TO BEAR BELOW FROST LEVEL (2'-6") BELOW GRADE REGARDLESS OF ELEVATION INDICATED. ALL INTERIOR FOUNDATIONS TO BEAR 2'-0" MINIMUM BELOW SLAB ELEVATION. 4. SLAB ON GRADE TO BE 5" NORMAL WEIGHT CONCRETE W/ 6X6 W2.0xW2.0 WWF UNLESS NOTED OTHERWISE. 5. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS. 6. SEE S0 SERIES SHEETS FOR GENERAL NOTES 7. SEE S5 SERIES SHEETS FOR TYPICAL DETAILS. 8. SEE S6 SERIES SHEETS FOR SCHEDULES. Level 1 0' - 0" 2' - 0"2'-6" MIN1' - 0"CONC SLAB (3)#4 CONT BARS #4 TRANS BARS @ 12" OC8" #4 BARS @ 12" OC, EW 6" SUB-BASE EXP JOINT 6" WD STUDS @ 16" OC, TYP UNO PT 2x PL w/ 1/2"ø ANCHOR ROD @ 48"oc (EMB 8"), AT SHEARWALLS, SEE SCHEDULE FOR SPACING 2x6 STUDS @ 16"oc WALL SHEATHING Level 1 0' - 0" (3)#4 CONT BARS #4 TRANS BARS @ 12" OC #4 DOWELS @ 12" OC 6" SUB-BASE EXP JOINT 2' - 0" 1' - 0"2' - 0" 6" #4 HORZ BAR PT 2x PL w/ 1/2"ø ANCHOR ROD @ 48"oc (EMB 8"), AT SHEARWALLS, SEE SCHEDULE FOR SPACING 2x6 STUDS @ 16"oc, TYP UNLESS NOTED OTHERWISEWALL SHEATHING @ SHEAR WALLS SCALE: PROJECT NUMBER:PLOT DATE:757 FREDERICK ROAD SUITE 202 CATONSVILLE, MD 21228 (410) 461-7763 JSRASSOCIATES.NET JANE@JSRASSOCIATES.NET Professional Certification: SHANNON D. STROTMAN, PE REGISTRATION #: PE11300227 STATUS: REVISION LOG REV # DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME BUILDER: As indicated 12/21/2020 5:07:05 PMFOUNDATION PLAN 29012 CADD S101 James MilesPERMIT2080 W 106th Street, Carmel, IN 46032SCALE: 3/16" = 1'-0"1 FOUNDATION AND SLAB ON GRADE PLAN SCALE: 3/4" = 1'-0"2 TYPICAL EXTERIOR FOUNDATION SECTION SCALE: 3/4" = 1'-0"3 TYPICAL INTERIOR FOUNDATION SECTION Willow Haven Senior Homes08/09/21