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HomeMy WebLinkAbouthar-res 01 - Sheet - A501 - DETAILS.pdf“3 8" 51 2" 58 "81 2" TYP. STONE VENEER WALL BUILD-UP (EXTER.) STONE VENEER PER ARCH. SPEC. MORTAR BED WIRE LATH W/ SCRATCH COAT "DELTA DRY" (OR SIM) VENTIL. RAINSCREEN WATER REPELLANT BARRIER (WRB) SHEATHING (RE: STRUCT.) MAINTAIN MIN. 3 8" AIR SPACE @ TOP & BOTTOM OF STONE; DO NOT SEAL OFF TOP OR BOTTOM OF STONE VENEER @ EXTERIOR TYP. INSIDE FACE OF EXTERIOR WALL 5/8" GYPSUM WALL BOARD VAPOR BARRIER 2X6 FRAMED WALL W/ R-21 (MIN) INSUL. 51 2" 23 4" TYP. CEDAR SIDING WALL (EXTERIOR) -CEDAR SIDING PER ARCH. SPEC. -RAIN SCREEN -WRB -SHEATHING (RE: STRUCT.) TYP. FRAMING WALL (INTERIOR) -2X6 FRAMED WALL W/ R-21 (MIN) BATTS INSUL. -VAPOR BARRIER -5/8" GWB (TYPE 'X' WHERE REQUIRED) WALL TYPE “1 2" 51 2" 58 " 75 8" TYP. STUCCO VENEER WALL BUILD-UP (EXTER.) -STUCCO PER ARCH. SPEC. (3) LAYERS - BASE, PRIMER, FINISH -WIRE LATH W/ SCRATCH COAT -"DELTA DRY" (OR SIM) VENTIL. RAINSCREEN -WATER REPELLANT BARRIER (WRB) -SHEATHING (RE: STRUCT.) TYP. FRAMING WALL (INTERIOR) -2X6 FRAMED WALL W/ R-21 (MIN) BATTS INSUL. -VAPOR BARRIER -5/8" GWB (TYPE 'X' WHERE REQUIRED) 51 2" TYP. FRAMING WALL (INTERIOR) 2X6 FRAMED WALL 5/8" GWB EACH SIDE WALL TYPE W1 58 " 58 " 31 2" TYP. FRAMING WALL (INTERIOR) 2X4 FRAMED WALL 5/8" GWB EACH SIDE WALL TYPE W2 5 8"58 " 63 4" 43 4" WALL TYPE W3 WALL TYPE W4 2x6 INT PARTITION WALL 2x4 INT PARTITION WALL 2x6 EXT STONE WALL 2x6 EXT STUCCO WALL W5 2x6 EXT WOOD SIDING D C Level 1 100' - 0" Level 2 111' - 6" Level 3 120' - 6" 4x CEDAR SLAB TREAD, TYP. 2" TS HANDRAIL NEWELL POST 1" WALNUT GRIP RAIL ALLOW THE PASSAGE 2)‘63+(5( 3'-0" GLASS INFILL PANEL, TYP. ALLOW THE PASSAGE 2)‘63+(5( 36" HIGH CONT. GRIP RAIL 6" PERIMETER 3/16" PLATE OR CHANNEL TRIM 1/2" = 1'-0" STAIR SECTION 10 *RAILING SHALL BE DESIGNED TO RESIST A LOAD OF 50 plf APPLIED IN ANY DIRECTION AT THE TOP OF THE RAILING PER IBC 1607.7.1. GLAZING INFILL PANELS SHALL BE TEMPERED OR LAMINATED SAFETY GLASS THAT IS ABLE TO WITHSTAND A LOAD OF 200 POUNDS ON AN AREA EQUAL TO 1sf THROUGHOUT PANEL PER IRC SECTION 2407 2'-4" 4 x 6 TS STRINGER 3/8" PLATE STEEL GUSSET AND TREAD SUPPORT “ߚ 3'-11 2" 3'-4" 1 2" 2x2 TS BOTTOM RAIL W/ 1 2" X 14 " PL ST GLASS STOPS WELDED IN PLACE 2x2 TS BOTTOM RAIL W/ 1 2"x1 4" PL ST GLASS STOPS; ONE SIDE WELDED, ONE SIDE W/ FLUSH FINISH SCREWS 1"x2" CEDAR GRIP RAIL W/ 0.01" EASED EDGES 2" 1" 3 8"2" 1 4" 1'-10 3 4" 14 "2" VARIES 1"x3 8" PL STL SPACER BAR 3 8 " TEMPERED CLEAR GLASS PANEL *ALL EXPOSED STEEL TO HAVE BIRCHWOOD CASEY PRESTO BLACK FINISH, OR SIM. SUBMIT SAMPLE FINISH FOR APPROVAL 1" = 1'-0" STAIR DETAIL 9 RAILING INSIDE OF STAIR ONLY 4X CEDAR SLAB TREAD 1 1/2" = 1'-0" TYP. SCUPPER DETAIL 13 SEALANT INLET FLOW LINE AT LOW POINT OF ROOF; INSTALLATION & SIZING PER THE INTERNATIONAL PLUMBING CODE ROOF MEMBRANE, SLOPED; EXTEND INTO SCUPPER OPENING UNDER HORIZONTAL PORTION OF SCUPPER AND UP BOTH SIDES OF SCUPPER OPENING, UNDER METAL AND DOWN WALL SURFACE BEHIND DOWNSPOUT CONTINUOUS BEAD OF SEALANT AT ALL SIDES OF OPENING SCUPPER SLEEVE (FULLY SOLDERED), MIN. 26 GAUGE CORROSION RESISTANT SHEET METAL COLOR TO MATCH FLASHING AND DOWNSPOUT ROOF DRAIN- ZURN Z-125 OR SIM. TAPERED RIGID INSULATION, 2" MIN. @ LOW POINT 6" MIN. FLEX-FLASH BEYOND FLANGE ON ALL SIDES, SECURE TO CLAMP COLLAR ROOF STRUCTURE STUCCO SOFFIT PER PLANS HEAT TRACE CABLE UNDER SCUPPER AND BEHIND FULL LENGTH OF DOWNSPOUTS MIN. 11 GAUGE CORROSION RESISTANT METAL DOWNSPOUT, COLOR TO MATCH SCUPPER AND FLASHING 1 1/2" = 1'-0" ROOF DRAIN DETAIL 14 RIGID INSUL. MIN. 2" AT ROOF LOW POINT OUTLET PIPE SIZED PER INTL PLUMBING CODE TO OUTLET “1 2" HEAT TRACE CABLE IN DRAIN AND PIPE OUTLET 2 1/2"x3/8" MILD STEEL FRAME 1"x1" FRAME BLOCKING 2x4 + 3/4" PLYWOOD MIRROR STAND-OFF 2x4 MIRROR MOUNTING CLEAT LED COVE LIGHT ~11 8" 21 2" FINISHED WALL SURFACE 2 1/2"x3/8" MILD STEEL FRAME 1"x4" FRAME BLOCKING 2x4 + 3/4" PLYWOOD MIRROR STAND-OFF 2x4 MIRROR MOUNTING CLEAT LED COVE LIGHT 4'-0" 1 1/2" = 1'-0" BACK-LIT MIRROR DETAIL 15 1 1/2" = 1'-0" BACK-LIT MIRROR DETAIL 16 CORNER REINFORCEMENT GUSSETS AS NECESSARY 2'-4" FOR CONSTRUCTION Scale Project number Date Drawn by Checked by A501 DETAILS har-13 RESIDENCE HARMAN 07.18.2014 WMC - No. Description Date 11/11/14