Loading...
HomeMy WebLinkAboutA010.310'-1 1/8" 9'-0" 0'-4"9'-1 1/8"6 GRADE 12 16" WIDE X 8" DEEP CONCTRETE FOOTING c/w 2 - RUNS #5 REBAR, 18" WIDE IF 10" THICK WALL TYPICAL BASEMENT FLOOR 4" CONCTRETE SLAB c/w FIBRE MESH REINFORCEMENT 6 MIL POLY VAPOR BARRIER COMPACTED GRANULAR FILL TYPICAL 8" BASEMENT WALL OR 10" IF UNBALANCED BACKFILL ABOVE T'-0" LINE ON WALL 1/2" DRYWALL 6 MIL POLY VAPOR BARRIER 2" X 4" STUDS @24" O.C. BATT INSULATION 8" CONCRETE FOUNDATION WALL W/ 3 #5 BAR RAN HORIZONTAL, SPACED EQUALLY VERTICALLY, AND VERTICAL #5 BAR AS REQUIRED BY LOCAL CODE ASPHALT DAMPPROFFING. 2" RIGID FOAM TO BE USED ON UNFINSHED INTERIOR CONCRETE STEEL REBAR AS REQUIRED BRICK FLASHING TYPICAL SILL ASSEMBLY 1/2" DIA X 18" ANCHOR BOLT @ 48" O.C. 12" MIN, FROM EA, CORNER 2X4 PRESSURE TREATED SILL PLATE 1/4" SILL GASKET TYPICAL "I" JOIST FLOOR SYSTEM,3/4" TIG SUBLOOR SHEATHINGENGINEERED "I" JOISTS SPACED ASDESIGNED BY SUPPLIERTYPICAL 2X4 BRICK EXTERIOR WALL BRICK VENEER 1 GAUGE CORRUGATED GALVANIZED METAL BRICK TIES AIR APCE AS REQ'D 1/2" INSUL SHEATHING 2X4 STUDS @ 16" O.C. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL 2X4 SIDING EXTERIOR COMPOSITION SIDING 1/16 " WALL SHEATHING 2X4 STUDS @ 16" O.C. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED TYPICAL FRAM ROOF SHINGLES AS SPECIFIED 1/16" ROOFING SHEATHING 2X12 RIDGEBOARD 2X6 RAFTERS @ 16" O.C. OR AS REQ'D FOR SPAN 2X4 COLLAR TIES @ 48" O.C. 2X6 CELG JOISTS @ 16" O.C. OR AS REQ'D FOR SPAN W/ 2X4 RIBBON TIE R30 BATT INSUL MIN 6MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED BRICK VENEER W/ 1" AIR SPACE OR HOUSE WRAP, "TYVEK" OR EQUAL, W/ WEEP HOLES 33" O.C. MAX. FOOTING 8" CONCRETE FOUNDATION WALL GARAGE SLAB GARAGE DOOR PEA GRAVEL FILL BRICK VENEER WOOD GARAGE OPENING TRIM DROP 8" AT OPENING POUR SLAB THROUGH W/ 1" WATER STOP DROP VAPOR BARRIER 4" GRAVEL BASE 2" X 8" TREATED SILL PLATE SILL SEAL 1/2" ANCHOR BOLTS 6' O.C. 8" POURED CONCRETE W/ VERTICAL REINF (IF REQUIRED) DAMP PROOFING (TO GRADE) 8" X 16" CONT. CONCRETE FOOTING RE-BAR (2) 4" DRAIN TILE 12" GRAVEL FILL FINISH GRADE UNDISTURBED SOIL BASE 11 7/8 ENG FLR JOIST BRICK VENEER (R-80) 1" AIR GAP (R-1.0) 3/4" UNDERLAY (R-1.2) 2 x 4 SOLE PLATE R-13 BATT INSULATION 1/2" DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ BATT 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 1/2" AIR SPACE 4" BRICK VENEER 1/2" DRYWALL INSIDE AIR FILM 2X4 STUD WALL W/ BATT 1/2" HIGH R INSUL SHEATHING OUTSIDE AIR FILM 1/2" AIR SPACE 4" WOOD SIDING R-.45 R-.68 R-13 R-4.6 R-.17 R-.70 R-.80 R-.45 R-.68 R-13 R-4.6 R-.17 R-.70 R-.44 R-20.7 R-19.34TOTAL R-VALUE TOTAL R-VALUE R-VALUES: CLG. INSULATION R-38 SHEET: SCALE:, DRAWINGS PROVIDED BY: DESCRIPTION PO Box 63Carmel, IN 460823174541016 -DATE:BY DATENO. PROJECT DESCRIPTION: SHEET TITLE: 2362 Finchley Rd Carmel, IN 46032 PAGE-8  A-7  SCALE 1/2" = 1' CRAWL SPACE DETAIL 10/3/2018 SCALE 1/2" = 1' FOUNDATION DETAIL AT GARAGE OPENING SCALE 1/2" = 1' TYPICAL WALL SECTION     1/4" = 1'     10/17/18 Mike Sheeks