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HomeMy WebLinkAbout004 A100 Basement Plan3A-2012A-2021A-2011A-202FLEX SPACEB04A1A-3021A-3012A-3012A-3022A-201BBAAAAAAB02CBBAACCEEFFGGHH441122338' - 0"45' - 8"4' - 0"28' - 11"30' - 1"3' - 2"5' - 2"3' - 2"3' - 4 1/2"3' - 7 1/2"3' - 2"3' - 4 1/2"3' - 2"3' - 2"5' - 2"3' - 2"3' - 9 1/2"CHASECHASECHASECHASECHASECHASESTUDYB01CBATHB02CMECH CLSTB03BBATHB02BBATHB02A3' - 2"3' - 2"3' - 6 1/2"3' - 2"3' - 2"3' - 2 1/2"AAAAMECH CLSTB03AFLEX SPACEB04BMECH CLSTB03CAAB03CB03BB02BB02AB03A58' - 9"3' - 2"3' - 2"R @7 1/2"16R @7 1/2"16R @7 1/2"165' - 11"FLEX SPACEB04CB01ASTUDYB01BB01BSTUDYB01AUPUPUPB01CAABB2' - 5 3/8"1' - 6 5/8"3' - 8"9' - 8"2 HR FIRE WALLNON-EGRESS WINDOW WELLNON-EGRESS WINDOW WELL EGRESS WINDOW WELL116' - 8"12' - 5 1/2"6' - 0"11 1/2"12' - 8 1/2"7' - 2 1/2"8' - 6 47/64"22' - 3 17/64"1' - 10"13' - 0"3' - 0 1/2"4' - 11 1/2"58' - 9"19' - 5"19' - 11"19' - 5"116' - 8"30' - 1"28' - 11"4' - 0"45' - 8"8' - 0"8' - 3"22' - 7"1' - 10"13' - 0"7' - 10 1/2"11' - 6 1/2"11 1/2"5' - 9"12' - 8 1/2"8' - 1"10' - 7"1' - 3"7' - 10 1/2"11' - 6 1/2"METAL DOWNSPOUT (TYP.)METAL DOWNSPOUT (TYP.)BRAKE METAL WRAP 5' - 11"2' - 7"1' - 7"3' - 8"9' - 8"2' - 5"1' - 7"3' - 8"9' - 8"5' - 11"2' - 10"3' - 1"2' - 10"EGRESS WINDOW WELL EGRESS WINDOW WELLBBDDBRAKE METAL WRAP BRAKE METAL WRAP BRAKE METAL WRAP METAL DOWNSPOUTMETAL DOWNSPOUT METAL DOWNSPOUTMETAL DOWNSPOUT PROVIDE 1 1/2" DIAMETER HANDRAIL, 36" ABOVE TREAD NOSE, RETURN ENDSPROVIDE 1 1/2" DIAMETER HANDRAIL, 36" ABOVE TREAD NOSE, RETURN ENDSPROVIDE 1 1/2" DIAMETER HANDRAIL, 36" ABOVE TREAD NOSE, RETURN ENDS11' - 10"7' - 1 1/2"6' - 11"4' - 0"3 1/2"6' - 11"12' - 6"11' - 2"1. CONTRACTOR TO FIELD VERIFY ALL FOUNDATION AND FOOTING HEIGHTS.2. CONTRACTOR TO COORDINATE ALL SITE DRAINAGE.3. ALL STRUCTURAL ELEMENTS ARE TO BE REVIEWED BY A LICENSED STRUCTURAL ENGINEER.4. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE, EXTERIOR F.O. SHEATHING/OUTSIDE FACE OF FOUNDATION.5. INTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE AND F.O. STUD FRAMING.6. ALL DOORS ARE 4 1/2" AWAY FROM STUD OR CENTERLINE OF WALL, UNLESS SPECIFICALLY DIMENSIONED.7. CONTRACTOR TO COORDINATE ALL HVAC. COORDINATE WITH ARCHITECT FOR ANY FLOOR PLAN CHANGES.8. CONTRACTOR TO COORDINATE ALL ELECTRICAL REQUIREMENTS.9. CONTRACTOR TO COORDINATE ALL STRUCTURAL SHEAR REQUIREMENTS W/ A LICENSED STRUCTURAL ENGINEER.10. UNTAGGED INTERIOR WALLS EQUALS INTERIOR PARTITION 2X4 (SSD).11. REFER TO ARCHITECTURAL SHEET SERIES 200 EXTERIOR ELEVATIONS FOR THE IDENTIFICATION OF VARIOUS EXTERIOR WALL MATERIAL TYPES, LOCATIONS, AND EXTENTS.12. COORDINATE T.O. FOUNDATION WALL AND FINISH FLOORING WITH NEW GRADE.FLOOR PLAN GENERAL NOTESWALL & CEILING NOTES:1. ALL WALL AND CEILING FINISHED SHALL HAVE A FLAME SPREAD INEDX OF NOT GREATER THAN 200, PER IRC R302.9.12. WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, PER IRC R302.9.2= FIRE WALL, SEE NOTES ON PLANS AND SECTIONSFIRE BLOCKING NOTES:1. FIREBLOCKING VERTICALLY @ FLOOR AND CEILINGS, HORIZONTALLY @ INTERVALS NO GREATER THAN 10'.2. CONCEALED SPACES (SOFFITS, DROP CEILINGS, CHASES, ETC.) PROVIDE FIREBLOCKING BETWEEN VERTICAL AND HORIZONTAL SPACES. Date:45 Arch Project Number:Sheet NameALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTURE.ConsultantNOT FORCONSTRUCTIONREVISIONS1216 W Lincoln Street, Suite DBozeman, Montana 59715(406) 577-2345www.45arch.com5/24/2022 3:23:52 PMA-100BASEMENTFLOOR PLAN314 W VILLARD02.25.2222007314 VILLARD ST, BOZEMAN, MT 59715MICHAEL KALICAK3/16" = 1'-0" BASEMENT FLOOR PLAN1NORTHNO. DESCRIPTION DATE