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HomeMy WebLinkAbout010 - 4-1 - BUILDING SECTIONSCONCRETE CLOSED CELL SPRAY FOAM INSULATION SOILS / GRADE STEEL/METAL FINISH WOOD GRAVEL RIGID INSULATION BATT INSULATION GYPSUM BOARD WOOD BLOCKING WOOD/CONTINUOUS PLYWOOD D3 A7.8 1 A1.3 DETAIL NUMBER SHEET WHERE DRAWN SECTION NUMBER SHEET WHERE DRAWN BUILDING SECTION: DETAIL:ELEVATION #KEYNOTE 1. 2. 3. 4.5. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FOUNDATION WORK. COMPARE PLANS WITH EXISTING CONDITIONS AND INFORM DESIGNER IF CONFLICTS ARISE.SECTIONS ARE SHOWN AS DIAGRAMMATIC. SEE ARCHITECTURAL PLANS AND INTERIOR DESIGN BOOKS FOR MORE DETAILED INFORMATION.FRAMER SUB-CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE WHERE NEW AND EXISTING FRAMING ALIGN. COORDINATE, ALIGN AND HOLD CENTER AS ILLUSTRATED.EXISTING GRADE WILL NOT BE MODIFIED (U.N.O.)FRAMING SUB-CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS AND COORDINATE WHERE NEW AND EXISTING FRAMING ALIGN. COORDINATE, ALIGN AND HOLD CENTER AS ILLUSTRATED. MAIN LEVEL0"MAIN LEVEL0" LEVEL 1 - TOP PLATE9' - 0"LEVEL 1 - TOP PLATE9' - 0" UPPER LEVEL10' - 0"UPPER LEVEL10' - 0" LEVEL 2 - TOP PLATE18' - 0"LEVEL 2 - TOP PLATE18' - 0" HALL BATH 2 CRAWLSPACE GARAGE BEDROOM 3BATH 32" / 1'-0"2' - 0" 2' - 0"10' - 0"8' - 0"9' - 0"8' - 0"AS14 AS14 AS17 AS25 AS9 AS7 AS3 AS26 AS27 AS26 AS27 AS6 AS6 AS3 AS3 AS18AS18 AS20 AS4 AS30 A5.01 A5.01 A5.0 8 A5.04 A5.09 A5.011 A5.012 SIM A5.08 SIM MAIN LEVEL0"MAIN LEVEL0" LEVEL 1 - TOP PLATE9' - 0"LEVEL 1 - TOP PLATE9' - 0" UPPER LEVEL10' - 0"UPPER LEVEL10' - 0" LEVEL 2 - TOP PLATE18' - 0"LEVEL 2 - TOP PLATE18' - 0" PRIMARYBEDROOMLAUNDRYBEDROOM 2 LIVING /DININGKITCHEN CRAWL SPACE 2' - 0"2' - 0" 1' - 6"9' - 0"8' - 0"6"AS26 AS27 AS6 AS18 AS30 AS3 AS18 AS24 AS14 AS7 AS25 AS17 AS9 AS6 AS6 AS14 AS7 AS25 AS17 AS9 AS13 AS12 AS11 AS3 AS31 AS26 A5.0 1 A5.0 1 A5.0 8 A5.08 SIM A5.09 A5.0 11 A5.0 9 A5.0 11 c 2024 NVS ARCHITECTS PROJECT NUMBER: 2329 PRINT DATE: WWW.NVSARCHITECTS.COM ISSUE: 102 N CHURCH AVEBOZEMAN, MONTANA, 59715406.351.0585 NVSArchitects PROJECT TEAM: CIVIL ENGINEER: STRUCTURAL ENGINEER: P: 406.728.4611 P: 406.602.4033 DATE: 2024.09.24 NCOA APPLICATION 2024.09.24 9/24/2024 3:56:29 PMA4.1BENNETT RESIDENCE211 North Wallace, Bozeman MT, 59715BUILDING SECTIONS SECTION LEGEND GENERAL NOTES KEYNOTES AS3 FLOOR PER. PLAN W/R-30 INSULATION AS4 4" AIR ENTRAINED CONC. PAD OVER 10 M.L. VISQUEEN AND 6" OF GRAVEL AS6 2x6 WALL @ 16" O.C. W/ R-21 KRAFT FACED BATT INSULATION (R-21) & 1.5"ZIP PANEL (R-6) AS7 BLOWN-IN CELLULOSE INSULATION (R -60) AS9 STANDING SEAM. CLASS 'A MIN. ESR-2385 OR EQUAL AS11 G.I. FLASH ALL WALL TO ROOF CONNECTIONS AS12 WASHER & DRYER. PROVIDE HOT & COLD WATER W/ PAN UNDER WASHER.PROVIDE 4" VENT WITH BACKDRAFT AND VENT DRYER TO EXTERIOR, MAXRUN SHALL BE 14' WITH NO MORE THAN 2-90 DEG. BENDS. HOT AND COLDWATER ON INTERIOR WALL. AS13 KITCHEN CABINETS,COUNTERS, APPLIANCES PER. INTERIOR DESIGN AS14 HEADER PER ENGINEER AS17 2X8 EVE WITH 2X10 FACIA, DRIP EDGE AND GUTTER AS18 2X6 WALL @ 16" O.C. W/ R-19 BATT. INSTULATION AS20 5/8" TYPE X GYP. BOARD OR EQ ON CARPORT SIDE OF FLOOR/CEILINGASSEMBLY. MIN. 1/2" GYP BOARD IS REQ. AS24 ROOF RAFTERS PER ENGINEER AS25 ROOF TRUSSES PER ENGINEER AS26 FOUNDATION WALL PER ENGINEER AS27 FOOTER PER ENGINEER AS30 4" AIR ENTRAINED CONC. PAD OVER 10 M.L. VISQUEEN o/ 2" RIGIDINSULATION AND 6" OF GRAVEL AS31 WOOD COLUMN PER. STRUCTURE 1/4" = 1'-0"1SECTION 3 1/4" = 1'-0"2SECTION 4