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HomeMy WebLinkAbout018_A1.00 Level 1 Plan2 A2.01 1 A2.01 3 A2.00 1 A2.00 4 A3.00 4 A3.00 WW-60 WW-60 WW-60 CC-INS CC-INS 107 103 101A 105B W-40 W-40 W-40 1 1 2 2 3 3 4 4 A A F F D D C C B B E E WA-66.5 COLUMN LOCATIONS ARE A GUESS - NEED TO CONFIRM WITH STRUCTURAL 2 A3.00 2 A3.00 3 A3.00 3 A3.00 1 A3.00 1 A3.00 SF2 SF2 44'-10" 44'-10" 44'-10" 55'-6" 12'-0" 13'-0" 5'-6" 13'-0" 12'-0" 33'-6" 12'-0" 6'-6" 12'-0" 6'-5 31/32" 12'-0" 6'-6" 12'-0" 33'-6" 19'-0" 3'-0" 5'-5" 12'-0" 7'-8" 3'-0" 21'-9 15/16" 3'-0" 7'-8" 12'-0" 5'-5" 3'-0" 19'-0" 32'-0" 134'-4 23/32" 6'-0" 6'-0" 3246 SF TENANT A 102 3297 SF TENANT B 106 57 SF STOR 104 113 SF E STAIR 107 111 SF UNIT A VESTIBULE 101 109 SF W STAIR 103 48 SF ELEV 109 108 SF UNIT B VESTIBULE 105 57 SF STOR 108 55'-11 3/4" 134'-11 23/32" 105A 101B 103B 102 106 108 W-40 W-40 W-40 32'-0" 3'-11 1/2" 6'-5" 9'-11 1/2" 6'-10 1/8" 4'-2 3/8" 1 1/2" 9'-0" 8'-4 7/8" 13'-4" 8'-5" 13'-4" 9'-11 1/2" 10'-8" 6'-6" 4'-3" 1 1/2" 4'-4 3/4" 4'-4 1/2" SF-1 SF-1 SF-1 SF-1 SF2A SF 3 SF 3 28'-1 15/32" 28'-1 1/16" SF-1 SF-1 SF4 SF6 SF5 SF5 SF5 SF5 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WW-60 WA-61 WA-61 9'-0" 2'-0" 2'-0" don't adjust don't adjust don't adjust OH 4 SA3.50 SA7.00 1 W-41 W-41 SF7 7 A6.01 *1 HR ENCLOSURE* EQ EQ *1 HR ENCLOSURE* 6'-2 3/4" 14'-9 13/16" 1'-0" 11'-3 3/16" 1'-1 1/8" 14'-10 3/8" 6'-2 3/4" 2'-0" 2'-6 3/32" 6'-2 3/4" 14'-9 13/16" 1'-0 1/8" 11'-4 3/16" 1'-0" 14'-10 3/8" 6'-2 3/4" FLOOR PLAN GENERAL NOTES 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION AND ORDERING MATERIALS. 2. EXTERIOR BUILDING DIMENSIONS ARE TO GRID CENTERLINE OR EXTERIOR FACE OF STUD. 3. REFER TO STRUCTURAL DRAWINGS FOR FRAMING, FOUNDATION, TRUSSES, JOISTS, BEAMS, COLUMNS AND OTHER STRUCTURAL ELEMENTS. 4. PROVIDE 3/4" FTR PLYWOOD FOR ELECTRICAL MOUNTING BOARDS IN MECHANICAL ROOMS. 5. BELOW-GRADE WALLS TO HAVE DAMPPROOFING AND WATER STOPPING AT JOINTS. 6. DIMENSIONS ARE TO FACE OF STUD, UNO. 7. WHERE WALL COINCIDES WITH GRID LINES, FRAMING TO BE CENTERED ON GRID, UNO. 8. PROVIDE ADEQUATE BLOCKING FOR ALL CASEWORK, GRAB BARS, HANDRAILS, TOILET ACCESSORIES AND OTHER WALL MOUNTED ITEMS, TYP. 9. PATCH CONCRETE SLAB AT ALL LOCATIONS WHERE MMISC. UTILITY, PLUMBING AND STRUCTURAL ELEMENTS ARE INSTALLED. MATCH EXISTING SLAB HEIGHTS AND FINISHES. 10. SEE REFLECTED CEILING PLANS, INTERIOR ELEVATIONS AND INTERIOR FINISH PLAN FOR FULL SCOPE OF WALL FINISHES. Date: 45 Arch Project Number: Sheet Name ALL DRAWN AND WRITTEN INFORMATION APPEARING SHALL NOT BE DUPLICATED, DISCLOSED OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF 45 ARCHITECTURE. Consultant NOT FOR CONSTRUCTION 1216 W Lincoln Street, Suite D Bozeman, Montana 59715 (406) 577-2345 www.45arch.com REVISIONS 11/19/2021 2:58:31 PM A1.00 LEVEL 1 PLAN THE PEAKS NOVEMBER 8, 2021 21011 4204 RAVALLI ST DA LAND COMPANY A1.00 3/16" = 1'-0" 1 _SHELL LEVEL 1 - FLOOR PLAN NO. DESCRIPTION DATE Revision 1 Date 1 PLAN NORTH