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HomeMy WebLinkAboutA7 Typical Section10:12 1 0 : 1 2 7'-258"13'-69 16" GRADE SLOPE MIN. 6" IN FIRST 10'-0" EXISTING CONCRETE BLOCK 12" SHEETROCK 2X4 STUDS @ 16" O.C. W/ 1" THERMAL BREAK AT MASONRY CLOSED CELL SPRAY FOAM R-20 DECORATIVE CASING EXISTING 2X8 FLOOR JOISTS @ 16" O.C. EXISTING 2X8 FLOOR JOISTS @ 16" O.C. NEW 34" T&G SUBFLOOR DECORATIVE WRAP AROUND STRUCTURAL COLUMN 34" HARDWOOD FLOORING 3 4" SHEATHING, OSB RIDGE BEAM (2) 1.75"X11.25" LVL EXPOSTED RAFTER TAILS 2X4 STUDS @ 16" O.C. 2X6 RAFTERS @ 16" O.C. 716" ZIP SHEATHING MASONRY TIES WEEP FACE BRICK REPRODUCTION OF EXISTING STYLE 3 4" CARSIDING OVER EXPOSED EAVE SYNTHETIC CEDAR SHAKE SHINGLES OVER SYNTHETIC UNDERLAYMENT ICE BARRIER INSTALLED NOT LESS THAN 36" MEASURED ALONG ROOF SLOPE FROM EAVE EDGE FLASHING NEW 34" T&G SUBFLOOR CLOSED CELL SPRAY FOAM MIN. R-20 CLOSED CELL SPRAY FOAM MIN. R-30 EXISTING FOOTINGS 12'-41316"3 4" HARDWOOD FLOORING 8'-91516"SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAIL ENCAPSULATE CRAWLSPACE W/ 6 MIL VAPOR BARRIER TAPED AT SEAMS MIN. 2" POLYISO INSULATION R-10 DRIP EDGE AND RAIN GUTTER, COPPER REVISIONS OR ADDED SHEETS PREPARED BY DH SHEET NUMBERKUNZ RESIDENCERENOVATIONOWNER PETER KUNZ 11725 ILLINOIS ST #270 CARMEL, IN 46032 SHEET TITLE SCALE AS NOTED DATE FEBRUARY 6, 2023 CONSULTANTS STRUCTURAL ENGINEER MATTHEW L. OWEN SILVER CREEK ENGINEERING 7225 WOODLAND DR SUITE 200 INDIANAPOLIS, IN 46278 P: 317-297-5610 BUILDER HARLEY SCHWARTZ 5357 LAUREL CREST RUN NOBLESVILLE, IN 46062 P: 574-354-8485 DESIGNER DAVID HUBER PO BOX 506 URBANA, IL 61803 P: 310-567-9397 PROJECT ADDRESS121 3RD AVE NWCARMEL, IN 46032PROJECT NAMEA7 TYPICAL SECTION 02/27/23