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HomeMy WebLinkAboutGN004 - 326JGN8"METAL TIE BRICK VENEER SHEATHING BATT INSULATION GRADE THROUGH WALL FLASHING 4" DRAIN TILE 4" MIN. GRANULAR FILL 5'- 0" . OVERDIGWALL HEIGHT3/4" DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT 4" CONCRETE SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER GRANULAR FILL TO 12" ABOVE TOP OF FOOTING. WATERPROOFING TYPICAL FOUNDATION WALL: *POURED CONCRETE WALL (SEE PLAN FOR DIM.) *SILL ANCHOR BOLTS @ 6'-0" O.C. *#6 VERTICAL REINF. @ 5" FROM SOIL SIDE OF WALL. SPACING PER CODE. *16" X 8" CONCRETE FOOTING *#3 HORIZ. STEEL WALL REINFORCING *LOOP WIRE REINFORCING 5'- 0".2'- 0".LOWER LEVEL MAIN LEVEL DEPTHWIDTH SEE FOUNDATION PLAN FOR UNDER SLAB FOOTING DIMENSIONS TREATED SILL PLATE. BEARING WALL. SEE FRAMING PLAN. 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER DEPTHWIDTH SEE FOUNDATION PLAN FOR PAD DIMENSIONS METAL ANCHOR PLATE 3 1/2" DIA. ADJUSTABLE STEEL COLUMN 4" CONCRETE SLAB ON GRADE 4" MIN. GRANULAR FILL ON 6 MIL VISQUEEN VAPOR BARRIER WOOD STUD BEARING WALL FROM CRAWL FOUNDATION WALL UP TO BOTTOM OF FLOOR JOIST 4" CONC. SLAB OVER 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL FOUNDATION WALL OVERDIG 4" DRAIN TILE TYPICAL FOUNDATION WALL: * 8" POURED CONCRETE WALL * SILL ANCHOR BOLTS @6'-0" O.C. * 16" X 8" CONCRETE FOOTING * #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL * LOOP WIRE REINFORCING 11 7/8" I-JOIST APPROXIMATE CRAWL FLOOR 6 MIL VAPOR BARRIER OVER 4" MIN. GRANULAR FILL PROVIDE A WOOD LVL HEADER AT CRAWL SPACE ACCESS OPENING R -10 VINYL FACED BATT INSULATION ON EXTERIOR WALLS IN CRAWL HEIGHT DETERINED BY GRADE8' - 9 1/2"1' - 4"8"8"CUSTOMER:PROJECT NAME:LOCATION:DRAWING TITLE:DRAWN BY:Wedgewood Building Co., LLC32 First Street NECarmel, IN 46032317.669.6300www.wedgewoodbc.comCopyright © 2021 Wedgewood Building Co. LLC. All rights reserved. This material may not bereproduced and/or modified without the expressprior written permission of the copyright holder. Forpermission contact gcradick@wedgewoodbc.com1/27/2022 9:39:45 AM S2The Rhinehart Residence326JGN Rhinehart326 Northvale at Jackson's GrantFOUNDATION DETAILSSS3/4" = 1'-0"1 TYPICAL FOUNDATION WALL AT HOUSE 3/4" = 1'-0"2 TYPICAL UNDER SLAB FOOTING 3/4" = 1'-0"3 TYPICAL FOUNDATION AT COLUMN GENERAL NOTES: 1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS = REFERIRSE A LA PORTADA DE LAS TRADUCCIONES AL ESPAÑOL. 1/2" = 1'-0"4 CRAWL SPACE KNEE WALL SECTION 1/4" = 1'-0"5 FOUNDATION PLAN Rev.No.DateDescription02/08/22