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HomeMy WebLinkAbout060 A301 3 Plex - Building SectionsONE-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 100'-0" LEVEL 1 FLOOR 110'-8 7/8" LEVEL 2 FLOOR 130'-4 7/8" TRUSS BEARING 96'-0" T.O. FOOTING 121'-4 3/4" LEVEL 3 FLOOR 132'-6 1/4" PARAPET CAP A352 D3 A352 D4 A B 143'-10 1/4" TOP OF ROOF ENTRY GARAGE LIVING DINING KITCHEN BEDRM. 4 BATH CLOSET BEDRM. 3BATH 1/8" / 12" 03.01 09.04 03.05 09.10 09.02 09.02 09.06 09.06 04.24 09.05 09.05 06.22 06.22 09.1009.10 03.01 09.04 03.0503.05 03.01 09.10 09.06 09.06 09.06 09.05 09.05 09.02 09.02 04.24 100'-0" LEVEL 1 FLOOR 110'-8 7/8" LEVEL 2 FLOOR 130'-4 7/8" TRUSS BEARING 96'-0" T.O. FOOTING 121'-4 3/4" LEVEL 3 FLOOR 132'-6 1/4" PARAPET CAP A351 D4 A452 D5 A B 3" 12" 143'-10 1/4" TOP OF ROOF GARAGE BATH BEDRM. 1 BEDRM. 2BATHLNDRY. 03.01 09.04 09.05 09.05 06.2206.22 03.01 09.04 03.05 03.05 06.03 09.1009.10 09.10 09.10 09.02 04.24 06.03 06.22 09.02 03.01 03.05 1/8" / 12" 09.13 09.13 GENERAL NOTES A. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS, DIMENSIONS, AND ASSEMBLIES PRIOR TO CONSTRUCTION. REPORT ANY SIGNIFICANT DISCREPANCIES TO THE ARCHITECT. B. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS TO BE INSTALLED THROUGHOUT THE ENTIRE BUILDING PER NFPA 13R. C. CONCRETE FOUNDATION WALLS RETAINING EARTH TO RECEIVE TWO COATS OF BITUMINOUS DAMP PROOFING MATERIAL. D. MINIMUM ROOF CLASSIFICATION TO BE CLASS 'C'. E. MINIMUM ROOF SLOPE TO BE 1/4" PER FOOT. F. INSULATE ENTIRE ROOF AT FLAT ROOR AREAS WITH R-30 POLYISOCYANURATE ABOVE DECK. G. EXPOSED FOUNDATION WALLS TO RECEIVE RUBBED FINISH. H. SEE ENGINEERING SHEETS FOR ADDITIONAL INFORMATION. I. MASONRY TO HAVE CONTROL JOINTS AT 30'-0" O.C. MAXIMUM. J. NOT ALL INTERIOR ELEMENTS ARE NOTED FOR CLARITY. SEE WALL SECTIONS, DETAILS, AND WALL TYPES FOR ADDITIONAL INFORMATION. 100'-0" LEVEL 1 FLOOR 110'-8 7/8" LEVEL 2 FLOOR 130'-4 7/8" TRUSS BEARING 96'-0" T.O. FOOTING 121'-4 3/4" LEVEL 3 FLOOR 132'-6 1/4" PARAPET CAPA451 D3 A351 D5 A452 D3 1 4 10" 12" 10" 12" 10" 12"143'-10 1/4" TOP OF ROOF ENTRY GARAGE LIVING BATH ENTRY GARAGE LIVING BATH ENTRY GARAGE LIVING BATH A351 D3 2 3 03.01 09.04 09.10 07.02 09.02 09.02 09.02 09.05 09.05 06.02 06.25 09.1009.1009.10 09.08 09.1009.10 09.08 09.08 09.10 09.04 03.01 07.02 09.02 03.05 03.05 06.25 04.24 04.24 06.22 06.22 06.22 06.22 A501 C2 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 12:52:17 PMAutodesk Docs://23-029 Bozeman Multifamily/23-029 Bozeman Multifamily Row House_3 Plex.rvtBUILDING SECTIONS A301 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. 03.05 CONCRETE SLAB OVER 4" OVER 10 MIL VAPOR RETARDER OVER FREE DRAINING GRAVEL. SEE STRUCTURAL FOR SLAB THICKNESS AND REINFORCING. 04.24 STRUCTURAL WOOD ROOF TRUSS. 06.02 PRE-FINISHED METAL PARAPET CAP. COORDINATE COLOR WITH EXTERIOR ELEVATIONS AND FINISH MATERIALS. 06.03 SINGLE-PLY ROOF MEMBRANE OVER ROOF 1" POLYISOCYANURATE OVER ONE LAYER ATLAS FR-10 SLIP SHEET OVER STRUCTURAL WOOD SHEATHING. MINIMUM ROOF CLASSIFICATION TO BE AS NOTED ON THE CODE ANALYSIS. INSTALL PER MANUFACTURER'S REQUIREMENTS FOR MECHANICALLY FASTENED SYSTEM. FULLY ADHERE TO VERTICAL SURFACES AND CONTINUOUS BENEATH METAL PARAPET CAP AND DOWN FRONT SIDE 1" MIN. SINGLE-PLY TPO ROOFING. WHITE, 60 MIL. 15 YEAR WARRANTY MATERIALS. 06.22 ROOF DRAIN. MOUNT ROOF DRAIN 2'-0" FROM CLOSEST VERTICAL SURFACE. TIE TO STROM DRAIN SYSTEM. 06.25 RAIN GUTTER WITH 1/8":1'-0" MIN. SLOPE 07.02 FINISHED GRADE LINE. 8" MINIMUM BELOW TOP OF CONCRETE FOUNDATION WALL. SLOPE FINISHED GRADE AWAY FROM THE BUILDING 6 INCHES IN THE FIRST 10 FEET. 09.02 R-20 BATT INSULATION WITH 6 MIL VAPOR RETARDER TO WARM SIDE. TYPICAL AT ALL EXTERIOR WALLS. SEE WALL TYPES. 09.04 1" RIGID INSULATION WITH 1/8" THICK FOAM STRIPPING AT EDGE OF CONCRETE FLOOR SLAB. 09.05 1" GYPCRETE OVER SHEATHING GLUED AND NAILED OVER FLOOR JOIST. SEE FRAMING PLANS FOR SIZE AND SPACING. 09.06 WOOD BEAM OR HEADER. SEE FRAMING PLANS. 09.08 INTERIOR SPOT FOOTINGS. SEE STRUCTURAL. 09.10 CONCRETE FOOTING. FOOTINGS TO REST ON NATIVE SOILS OR ENGINEERED FILL AS DETAILED BY THE GEOTECHNICAL STUDY. SEE STRUCTURAL. 09.13 FILL FLAT ROOF ATTIC SPACE WITH R-38 BLOWN-IN INSULATION. LEAVE 1" AIR GAP BETWEEN INSULATION AND BOTTOM OF ROOF DECK. SCALE: 3/16" = 1'-0"A301 BUILDING SECTIOND1 SCALE: 3/16" = 1'-0"A301 BUILDING SECTIOND4 SCALE: 3/16" = 1'-0"A301 BUILDING SECTIONB3