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HomeMy WebLinkAbout025 A5.0 BUILDING SECTIONSFIRST FLOOR 0' -0" SECOND FLOOR 10' -1 3/4" T.O.W. FIRST 9' -1 1/8" T.O.W. SECOND 19' -2 7/8" T.O. FTG. -4' -2 1/4" THIRD FLOOR 20' -3 1/2" T.O.W. THIRD 29' -4 5/8" ROOF 37' -6" T.O. GYP. 2ND 10' -2 3/4" T.O. GYP. 3RD 20' -4 1/2"HEEL1' - 0"HEEL7' - 6 7/8"1.75 12 0.75 12 6' - 0" 3' - 0" PRE-ENGINEERED WOOD TRUSS A5.3 1 A5.2 3 F1 F1 R1W3 W3W2W2W1 W1 W1 PROVIDE 5/8" TYPE "X" GYPSUM BOARD W/ FIRE TAPE EACH SIDE OF PONY WALL 3' - 0" FIRST FLOOR 0' -0" SECOND FLOOR 10' -1 3/4" T.O.W. FIRST 9' -1 1/8" T.O.W. SECOND 19' -2 7/8" T.O. FTG. -4' -2 1/4" THIRD FLOOR 20' -3 1/2" T.O.W. THIRD 29' -4 5/8" T.O. GYP. 2ND 10' -2 3/4" T.O. GYP. 3RD 20' -4 1/2"3' - 6"3' - 0" WOOD FRAMED STAIR W/ CARPET 11"1"6 7/8"6 3/4"11"1"9 RISERS @ 6 3/4"5' - 0 7/8"9 RISERS @ 6 3/4"5' - 0 7/8"9 RISERS @ 6 7/8"5' - 1 1/8"9 RISERS @ 6 7/8"5' - 1 5/8"3' - 0"6 7/8"6 3/4"1 1/2" DIA. STEEL HANDRAIL @ 36" WOOD CAP & TRIM F1 R1 W2 F1 W3 PROVIDE 5/8" TYPE "X" GYPSUM BOARD W/ FIRE TAPE EACH SIDE OF PONY WALL FIRST FLOOR 0' -0" SECOND FLOOR 10' -1 3/4" T.O.W. FIRST 9' -1 1/8" T.O.W. SECOND 19' -2 7/8" T.O. FTG. -4' -2 1/4" THIRD FLOOR 20' -3 1/2" T.O.W. THIRD 29' -4 5/8" T.O. GYP. 2ND 10' -2 3/4" T.O. GYP. 3RD 20' -4 1/2" WOOD FRAMED STAIR W/ CARPET 1 1/2" DIA. STEEL HANDRAIL @ 36"6 7/8"11"1" 11"1"6 3/4"9 RISERS @ 6 3/4"5' - 0 7/8"9 RISERS @ 6 3/4"5' - 0 7/8"9 RISERS @ 6 7/8"5' - 1 1/8"9 RISERS @ 6 7/8"5' - 1 5/8"6 3/4"6 7/8"WOOD CAP & TRIM 3' - 0"F1 R1 W2 W3 F1 W1 PROVIDE 5/8" TYPE "X" GYPSUM BOARD W/ FIRE TAPE EACH SIDE OF PONY WALL3' - 6"FIRST FLOOR 0' -0" T.O. FTG. -4' -2 1/4" 8' - 9"1' - 0" LOW SLOPE STANDING SEAM ROOF 1X6 T&G FIR (STAIN) T.S. COLUMN, SEE STRUCT. I BEAM, SEE STRUCT. 2X8 FRAMING @ 16" O.C., SEE STRUCT. 0.75:12 CONCRETE PIER SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT SLABS SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT FOOTINGS 4" SIDEWALK P.T. NAILER 5" EDGE FLASHING SEAMLESS GUTTER, CORD. LOCATION W/ LANDSCAPE 2X10 W/ 1X6 SHADOW BOARD W/ METAL WRAP FINISH BASE PLATE, SEE STRUCT. T.O. PIER T.O. BEAM 1' - 6"1' - 6"1' - 3 3/4"9' - 3" 1' - 0" 1' - 3 3/4" FIRST FLOOR 0' -0" SECOND FLOOR 10' -1 3/4" T.O.W. FIRST 9' -1 1/8" T.O. FTG. -4' -2 1/4" T.O. GYP. 2ND 10' -2 3/4" LOW SLOPE STANDING SEAM ROOF COLUMN, SEE STRUCT. 2X8 FRAMING @ 16" O.C., SEE STRUCT. 1:12 CONCRETE PIER EDGE FLASHING SEAMLESS GUTTER, CORD. LOCATION W/ LANDSCAPE 2X10 W/ 1X6 SHADOW BOARD W/ METAL WRAP FINISH 10' - 1 1/2" 1X6 T&G FIR (STAIN) T.O. BEAM I BEAM, SEE STRUCT. P.T. NAILER SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT SLABS SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT FOOTINGS 1' - 6"1' - 6" 5" 9' - 6"1' - 3" BASE PLATE, SEE STRUCT. 4" SIDEWALK 1' - 3 3/4" T.O. PIER FIRST FLOOR 0' -0" T.O. FTG. -4' -2 1/4" 8' - 0" LOW SLOPE STANDING SEAM ROOF 1X6 T&G FIR (STAIN) COLUMN, SEE STRUCT. I BEAM, SEE STRUCT. EDGE FLASHING 2X8 FRAMING @ 16" O.C., SEE STRUCT. 1:12 RAFTER TO WALL ATTACHMENT, SEE STRUCT. FLASHING 2X10 W/ 1X6 SHADOW BOARD W/ METAL WRAP FINISH SEAMLESS GUTTER, CORD. LOCATION W/ LANDSCAPE 9' - 2 1/2" 1' - 0"P.T. NAILER 1' - 0"1' - 0" 5" T.O. BEAM CONCRETE PIER SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT SLABS SEE GEOTECH FOR SUB GRADE REQUIREMENTS AT FOOTINGS BASE PLATE, SEE STRUCT. 4" SIDEWALK 1' - 0" T.O. PIER STATUS: JOB NO.: CHECKED: DRAWN: Copyright © 2022 1242 THOMAS DRIVEBOZEMAN, MT 5971506/10/2022 20-051 PERMIT REVIEW A5.0ADDISON PLACE CONDOSBUILDING SECTIONS 3/16" = 1'-0"A5.0 1 BLDG. SECT. @ DECKS 1/4" = 1'-0"A5.0 2 STAIR SECTION - WEST 1/4" = 1'-0"A5.0 3 STAIR SECTION - EAST 3/8" = 1'-0"A5.0 4 EAST ENTRANCE CANOPY SECTION 3/8" = 1'-0"A5.0 5 WEST ENTRANCE CANOPY SECTION 3/8" = 1'-0"A5.0 6 WEST CANOPY SECTION REVISION SCHEDULENO:DESCRIPTION:DATE:BY:1C.O.B. REVISIONS06/10/2022