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HomeMy WebLinkAboutA501 Wall Sections1ST FLOOR 0' - 0" 2ND FLOOR 9' - 1 3/4" BASEMENT -8' - 4 3/4" BASEMENT CLNG. -0' - 10 3/4" EXIST. 1ST. FLR. CLNG. 8' - 1 1/8" 2ND FLOOR CLNG. 17' - 1 3/4" Stair Landing 1' - 4" A501 3 2 A501 2"X1" GUARDRAIL WITH 3/4" PICKETS WOOD HANDRAIL, ATTACH TO GUARDRAIL AND WALL (PROVIDE HANDRAIL ON OPPOSITE SIDE) JOG WOOD HANDRAIL AT EXISTING WALL CORNER NEW HANDRAIL WITH WALL SUPPORTS, WOOD BALLUSTRADE AND NEWEL POST PROVIDED BY OWNER, COORDINATE WITH HANDRAIL WIDTH AND MOUNTING 1ST FLOOR 0' - 0" 2ND FLOOR 9' - 1 3/4" BASEMENT CLNG. -0' - 10 3/4" EXIST. 1ST. FLR. CLNG. 8' - 1 1/8" 2ND FLOOR CLNG. 17' - 1 3/4" 5 A501 EMBED 10" LVL ROOF JOISTS INTO EXISTING WALL 2X10 BLOCKING NEW TRANSOM WINDOW AT EXISTING WALL ROOF MEMBRANE UP AND UNDER DOOR THRESHOLD PLATE TAPERED INSULATION, 4" MIN., SLOPE 1/4:12, OVER VAPOR RETARDER TREATED WOOD SLEEPERS WITH MEMBRANE BOND BREAK ON SLOPED ROOF AND MEMBRANE TOP WRAP WOOD DECKING, TREATED AND STAINED MEMBRANE FLASHING WITH METAL DRIP POST TRIM, CONTINUOUS 1X6, PAINTED WOOD CAP AND POSTS, STAINED, WITH BRAIDED STAINLESS STEEL CABLES 3' - 0 1/2"2X10 RIM JOIST SPRAY FOAM INSUL., R-21 DOUBLE 2X8 HEADER INSULATED DOOR, PAINTED DOOR THRESHOLD GYP. BOARD, 5/8" GYP. BOARD, 1/2" 8" REINFORCED CONCRETE FOUNDATION WALL WITH #4 REBARS AT 24" O.C. EA. WAY 16"W x 8"H CONTINUOUS FOOTING WITH (2) #4 REBARS CONTINUOUS TO A DEPTH OF 30" BELOW GRADE (MIN.) 10 MIL VAPOR RETARDER FULL AREA OF CRAWL - TAPE / SEAL ALL JOINTS SPRAY FOAM INSULATION, R-10 (INCREASE TO R-21 AT RIM JOIST) FLOOR JOISTS -SEE FRAMING PLAN MIN. 4" COMPACTED GRANULAR FILL WASHED PERIMETER FOUNDATION GRANULAR FILL AND PERIMETER DRAIN TIED TO SUMP SHEET VINYL FLOORING OVER SUBFLOOR, STYLE TBD 1ST FLOOR 0' - 0" 2ND FLOOR 9' - 1 3/4" BASEMENT CLNG. -0' - 10 3/4" EXIST. 1ST. FLR. CLNG. 8' - 1 1/8" 2ND FLOOR CLNG. 17' - 1 3/4" 4 A501 3' - 0 1/2"1' - 7 1/8" 7' - 6 5/8" 2x4 TREATED PLATE 2X4 TREATED PLATE WITH SILL GASKET EXTEND TRIM TO COVER BASE PLATE 8" REINFORCED CONCRETE FOUNDATION WALL WITH #4 REBARS AT 24" O.C. EA. WAY 16"W x 8"H CONTINUOUS FOOTING WITH (2) #4 REBARS CONTINUOUS TO A DEPTH OF 30" BELOW GRADE (MIN.) 10 MIL VAPOR RETARDER FULL AREA OF CRAWL - TAPE / SEAL ALL JOINTS SPRAY FOAM INSULATION, R-10 (INCREASE TO R-21 AT RIM JOIST) FLOOR JOISTS -SEE FRAMING PLAN 3/4" APA-RATED T&G PLYWOOD SUBFLOOR 2X4 WOOD STUDS AT 16" O.C. WITH SPRAY FOAM INSULATION FULL CAVITY, ICENENE PROSEAL (R-21) 2x4 WINDOW SILL CASEMENT WINDOW, FIBERGLASS FRAME, BLACK DOUBLE 2X8 HEADER METAL FLASHING WITH DRIP BACKER ROD AND SEALANT 7/16" SHEATHING AND AIR BARRIER DOUBLE TOP PLATE, MEMBRANE FLASHING AND METAL COPING STAINED WOOD POSTS AND RAILS WITH BRAIDED STAINLESS STEEL CABLES AT 4" O.C.1' - 9 3/8"BOTTOM CHORD OF TRUSS 9' - 0"TOP CHORD OF ROOF TRUSS 3/4" PLYWOOD SHEATHING 4" RIGID INSULATION, R-20, OVER VAPOR RETARDER EPDM ROOF MEMBRANE AND MEMBRANE FLASHING UP AND OVER KNEE WALL DOUBLE HEADER 2X10 ROOF JOISTS AT 16" O.C. TAPERED ROOF INSULATION NEW WINDOWS (BEYOND) INFILL OPENING AND FURR OUT FULL WALL AREA OF WET ROOM WITH 7/8" HAT CHANNELS AND MOISTURE-RESISTANT GYPSUM BOARD POURED EPOXY FLOOR, COLOR AND STYLE TBD MIN. 4" COMPACTED GRANULAR FILL WASHED PERIMETER FOUNDATION GRANULAR FILL AND PERIMETER DRAIN TIED TO SUMP 1ST FLOOR 0' - 0" 2ND FLOOR 9' - 1 3/4" BASEMENT CLNG. -0' - 10 3/4" EXIST. 1ST. FLR. CLNG. 8' - 1 1/8" Stair Landing 1' - 4" PAINTED SMOOTH CEILNG PANELS 1/2" ROOF SHEATHING NEW ASPHALT ROOF SHINGLES OVER ICE/WATER SHIELD 2X12 LEGGER WITH LAG BOLTS ATTACHED TO EXISTING WALL STUDS 2X10 RAFTERS AT 16" O.C. RAFTER HANGERS METAL FLASHING UP AND UNDER BUILDING WRAP 2X FASCIA BOARD AND EXPOSED RAFTER TAILS DOUBLE TOP PLATE, EXTEND SIDING TO UNDERSIDE OF DECK 2X4 WOOD STUDS AT 16" O.C. DOUBLE 2X8 HEADER DOUBLE-HUNG WINDOWS, WHITE, MATCH SAME BRAND AS REARD WINDOWS TREATED SILL WITH GASKET LP SMARTSIDE SMOOTH PANELS OVER AIR BARRIER OVER 7/16" SHEATHING FLASHING WITH DRIP 1ST FLOOR 0' - 0" 2ND FLOOR 9' - 1 3/4" BASEMENT -8' - 4 3/4" BASEMENT CLNG. -0' - 10 3/4" EXIST. 1ST. FLR. CLNG. 8' - 1 1/8" 2ND FLOOR CLNG. 17' - 1 3/4" Stair Landing 1' - 4" 1 A501 3' - 1 11/16"WOOD HANDRAIL ATTACHED TO BALLUSTRADE AND NEWEL POST PROVIDED BY OWNER. WOOD HANDRAIL, MOUNT TO WALL WOOD HANDRAIL, MOUNT TO WALL 2"X1" METAL FRAME AND 3/4" PICKET GUARDRAIL STATE OF No. AR11700002JOSEPHE.LE S ER E G I STERE DREGI S T ERED A RC H ITECTINDIA N A SHEET NUMBER SHEET TITLE DRAWN BY: REVIEWED BY: PROJECT NUMBER NO. DATE DESCRIPTION CERTIFICATION PREPARED FOR PROJECT ©2018 All Rights Reserved. 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College Ave., Suite 213 Indianapolis, IN 46220 317-978-1100 www.theprogressstudio.com - 4/9/2019 EXISTING PLANS REVIEW - 4/19/2019 REVIEW SET - 4/28/2019 REVIEW SET - 5/6/2019 BID SET - 04/30/2020 PERMIT SET - 05/18/2020 CARMEL COMMENTS #1 Brad & Carol Catlin Catlin Residence Reno & Addition 10100 Shelborne Road Carmel, IN 46032 JEL JEL 19027 A501 WALL SECTIONS 10100 Shelborne Road Carmel, IN 46032 1/4" = 1'-0" PORCH AND RAILING SECTION1 1/2" = 1'-0" E-W ROOF DECK SECTION41/2" = 1'-0" N-S ROOF DECK SECTION5 1/2" = 1'-0" FRONT PORCH SECTION3 1/4" = 1'-0" STAIR SECTION2 05/29/20 David Rutti