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HomeMy WebLinkAbout055 A001 3 Plex - Slab Perimeter, Col. Layout, Lvl. 1 Floor PlanUP UP UP D1 A301 B3 A301 D4 A301 D1 A352 1 1 4 4 AA B B33'-6"6'-0"5'-9"3'-11"7'-8"16'-2"75'-10" 22'-8" 6" 1'-6" 21'-2" 6" 1'-6" 22'-8" 5'-4" 9'-0" 1'-8" 6'-0" 6'-6" 1'-6" 7'-6" 1'-8" 6'-0" 6'-6" 1'-6" 7'-6" 1'-8" 6'-0" 7'-6" 6"6'-0"6'-0"6'-0"5'-9"3'-11"23'-10"2'-0"3'-11 1/2" 16'-3" 2'-5 1/2"2'-5 1/2" 16'-3" 2'-5 1/2"2'-5 1/2" 16'-3" 3'-11 1/2" 2" 3'-0" 2'-2"2'-0"33'-6"D6 A352 41'-6"2 2 3 31/8" / 12"1/8" / 12"1/8" / 12"03.01 03.01 03.01 03.01 03.01 03.01 03.01 03.04 03.04 03.04 03.04 03.04 03.04 03.04 03.04 03.04 03.0503.05 03.0503.05 03.0503.0509.04 09.04 09.04 09.04 23'-2"23'-2"24'-2" 03.0503.05 03.0503.05 03.0503.05 03.0503.0503.0503.0503.0503.05 13'-4" 10" 2'-6" 2'-4" 4'-2" 13'-4" 10" 2'-6" 2'-4" 4'-2" 13'-4" 10" 2'-6" 2'-4" 5'-2" 6" 03.01 D4 A353 5'-4" 03.04 03.01 1/8" / 12"GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. COORDINATE INSTALLATIONS OF ALL " AFTER CONTRACT" ASSEMBLIES WITH OWNER PRIOR TO CONSTRUCTION OF ADJOINING OR RELATED STRUCTURES. C. RECOMMENDATIONS FOUND IN THE GEOTECHNICAL STUDY PERFORMED ARE TO BE FOLLOWED STRICTLY. D. CONCRETE WALLS RETAINING EARTH TO RECEIVE TWO COATS BITUNIMOUS DAMP PROOFING MATERIAL. E. MASONRY TO HAVE CONTROL JOINTS PER STRUCTURAL SHEETS. F. PROVIDE 2" THICK RIGID INSULATION (R=10.0 MINIMUM), WITH A VERTICAL DEPTH OF 18" MINIMUM, AROUND THE ENTIRE PERIMETER OF THE BUILDING FOUNDATION. G. SEE STRUCTURAL SHEETS FOR FOOTING AND FOUNDATION SIZES AND REINFORCING. H. SEE ENGINEERING SHEETS FOR ADDITIONAL INFORMATION. J. PROVIDE CONTROL JOINTS WHERE OCCURS UNDER TILE. B. PROVIDE 18" MINIMUM CLEAR FLOOR SPACE AT PULL SIDE OF ALL DOORS. PROVIDE 12" MINIMUM CLEAR FLOOR SPACE AT PUSH SIDE OF ALL DOORS. C. UNLESS OTHERWISE NOTED OR DIMENSIONED, LOCATE DOORS AS FOLLOWS: • MASONRY WALLS- OUTSIDE OF FRAME 8" FROM FACE OF WALL (ON BLOCK MODULE), • FRAMED WALLS-INSIDE OF JAMB 4" FROM FINISHED WALL (ADJUST FOR TILE WHERE SHOWN). D. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT THE ENTIRE BUILDING PER NFPA 13R. E. SEE INTERIOR ELEVATIONS ON AI201 AND MILLWORK DETAILS ON AI551 FOR FINISHES OF MILLWORK BASES, AND COUNTERTOPS SEE SHEETS A151, A152 FOR REFLECTED CEILING PLAN INFORMATION. F. SEE SHEETS AI101, AI102, FOR FINISH INFORMATION. CONFIRM FINISHES WITH OWNER PRIOR TO ORDERING. G. SEE A601, A602, AND A603 FOR DOOR AND WINDOW INFORMATION. H. GENERAL CONTRACTOR SHALL REVIEW AND APPROVE ALL APPLIANCES WITH OWNER PRIOR TO PURCHASING EQUIPMENT AND FABRICATING MILLWORK. J. SEE THE SPECIFICATION FOR ADDITIONAL INFORMATION. K. SEE G000 FOR LEGENDS, SYMBOLS, ABBREVIATIONS AND OTHER ARCHITECTURAL GENERAL INFORMATION. L. SEE G003 FOR WALL TYPES. M. PROVIDE BACKING/BLOCKING FOR WALL MOUNTED ITEMS-INCLUDING GRAB BARS, HANDRAILS, SIGNAGE AND EQUIPMENT AS REQUIRED. N. TILE IS TO BE SET OVER CEMENTITIOUS BACKER BOARD UNDERLAYMENT. RECESS SLAB AS/IF REQUIRED. VERIFY WITH OWNER. P. DO NOT SCALE DRAWINGS. A201 B2 A201 D2 A202B3 A202 D3 D1 A301 2'-0" 4 5/8" 15'-4 3/4" 4 5/8" 16'-11 3/8" 4 5/8" 6'-0" 4 5/8" 10'-3 3/8" 12'-0" 6" 1'-6" 9'-2" 12'-0" 6" 1'-6" 9'-2" 13'-1 3/8" 4 5/8" 6" 4 5/8" 22'-3 3/8" 6"1'-6" 21'-2" 6"1'-6" 22'-8" 4'-11 3/8" 4 5/8" B3 A301 D4 A301 D1 A352 PORCH PORCH PORCH 1 1 4 4 AA B B A451 A1 23'-2"23'-2"24'-2" A A 23'-2"23'-2"24'-2"33'-6"6'-0"4 5/8"4'-4 1/4"4'-7"23'-9 1/2"4 5/8"2'-0"33'-6"R1 R1 R1 R6 R6CLOSETENTRY GARAGE CLOSETENTRY GARAGE CLOSETENTRY GARAGE D6 A352 UNIT 1 UNIT 2 UNIT 3 11'-8 3/8" 10'-7"21'-2"10'-7" 12'-1" 1'-8" 3'-3 3/8"41'-6"4'-2" 5'-0" 6'-8" 6'-5 3/8"4'-2" 5'-0" 6'-8" 5'-4"5'-3 3/8" 5'-0" 6'-8" 5'-4" A A A AA AA A G G G G GGGG F F FF G G G G R5 R2 R5 R5 R2 R5 R5 R2 R5 2 2 3 31/8" / 12"1/8" / 12"1/8" / 12"A452 A1A452 A1 75'-10" FIRE RISER 5'-4" L B B B D4 A353 R81/8" / 12"ONE-HOUR DWELLING SEPARATION (FIRE PARTITION), ONE-HOUR-FIRE-RESISTANT CONSTRUCTION SEPARATION LEGEND ONE-HOUR FIRE PARTITION, ONE-HOUR-FIRE- RESISTANT CONSTRUCTION ONE-HOUR-FIRE-RATED CONSTRUCTION SCALE: 3/16" = 1'-0"A001 SLAB PERIMETER AND COLUMN PLANB2 233 SOUTH PLEASANT GROVE BLVD. SUITE #105 PLEASANT GROVE, UTAH 84062 PHONE: (801) 769-3000 core@corearch.com NOT FOR CONSTRUCTION THE INFORMATION HEREIN IS THE PROPERTY OF CORE ARCHITECTURE AND MAY NOT BE REPRODUCED WITHOUT WRITTEN CONSENT. © 2023 CORE ARCHITECTURE, LLC PROFESSIONAL STAMP SHEET NUMBER SHEET TITLE A 1 REVISIONS DATE: PROJECT #: PM / PA: PIC: PROJECT INFORMATION DESCRIPTION DATE THIS DRAWING SET IS INTENDED TO BE PRINTED IN COLOR CONSULTANT INFORMATION DRAWING SET STATUS B C D 2 3 4 5 6 PROJECT TITLE AND ADDRESS8/3/2023 12:51:10 PMAutodesk Docs://23-029 Bozeman Multifamily/23-029 Bozeman Multifamily Row House_3 Plex.rvtSLAB PERIMETER AND COLUMN LAYOUT, LEVEL 1 FLOOR PLAN A001 28 JULY 2023 23-029 MRR MMA PERMIT REVIEW AND BID PACKAGETHE BOÖTES - 3 PLEXOPPORTUNITY WAY AND SOUTH11TH AVEBOZEMAN, MONTANA 59718KEYNOTES 03.01 CONCRETE FOUNDATION WALL. SEE STRUCTURAL. 03.04 DASHED LINES INDICATE INSIDE FACE OF CONCRETE FOUNDATION WALL AT ROLLED SLAB EDGE AT DOOR OR WINDOW OPENINGS. 03.05 CONCRETE SLAB OVER 4" OVER 10 MIL VAPOR RETARDER OVER FREE DRAINING GRAVEL. SEE STRUCTURAL FOR SLAB THICKNESS AND REINFORCING. 09.04 1" RIGID INSULATION WITH 1/8" THICK FOAM STRIPPING AT EDGE OF CONCRETE FLOOR SLAB. SCALE: 3/16" = 1'-0"A001 FLOOR PLAN - LEVEL 1D2