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HomeMy WebLinkAbout04110035.48Y' 4� WAO C I 11 1� v. - m-- mi -- av- =---- -- No- wa. U w.t7 W.3s W.22 W.21 W.16 W.20 W.13 4' DA 40 j •od. 2 WALL SECTION 3/4" = 1' -0' _ 0. HEADER. O' OF SILL jo O' OF SILL GRADE FINISH 1 WALL SECTION 314" = f -0" . WALL SECTION NOTES: w.t POURED CONCRETE FOOTING W.2 8" CMU FOUNDATION WALL w,3 6" CMU BRICK LEDGE w.4 8" CMU WALL WITH HORIZONTAL JOINT REINFORCING 016" O.C. VERTICALLY (wD 2" AIRSPACE ws GROUT FULL wa MASONRY FLASHING ws SEALANT ws WEEP HOLES. 016" O.C. w.to CUT STONE SILL WITH DRIP EDGE w.t t 4" FACE BRICK w.1z 1X8 WOOD FASCIA, STAINED W.13 PREFINISHED 4" ALUMINUM GUTTER & DOWNSPOUT w.14 WOOD SOFFIT WITH CONTINUOUS VENT w.t5 1X WOOD BLOCKING w.ts 2X TREATED WOOD BLOCKING w.t7 WOOD ROOF STRUCTURE w.ts BAIT INSULATION . w.1s 1/2" TYPE "X" GYPSUM BOARD WITH SEMI -GLOSS 0AIN w.2o METAL DRIP EDGE W.2t FIBERGLASS /ASPHALT SHINGLES w.22 (2) LAYERS OF 15 # ROOFING FELT PAPER ws3 4" REINFORCED CONCRETE SLAB w.24 MINIMUM 6" COMPACTED GRANULAR FILL w.25 COMPACTED SUB SOIL w.2s ADA ACCESSIBLE ALUMINUM THRESHOLD W.27 8" CMU BOND BEAM w.26 HOLOW METAL DOOR FRAME AND HOLLOW METAL DOOR W.2s WOOD CAP WITH DRIP EDGE w.3o FACE BRICK BEYOND W.3t 1/2- EXPANDABLE FILL w.32 3/4" EXTERIOR SHEATHING w.33 VERTICAL WOOD SIDING W.34 2X4 WOOD STUD FRAMING w.35 HEAVY TIMBER TRUSS w.3s 2X6 CEILING JOISTS w.37 10" CMU FOUNDATION WALL ; w.36 CAST STONE CAP WITH DRIP EDGE, SEE DETAIL 4/A501 (w.D 314" ROOF SHEATHING = w.4o T & G WOOD SOFFIT w.41 2X6 RIM JOIST w.42 CAST STONE BASE, SEE DETAIL 4/A501 w.43 CAST STONE HEADER, SEE DETAIL 4/A501 w.44 BRICK TIES 0 16" O.C. VERTICALLY w.45 STEEL BRICK LEDGE I V) O 15 W V) J o 118 CONSULTANTS d Liz .11 Uv Q�G�ST`E;Qo Li No. • AR19500167 = STATE OF ''•gRCH 1 Drawn DWW Checked NM Approved FEH Scale AS NOTED Sheet A612 Date 06/13/01 Project number PIC 0000325 -70000