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053 A301 Site and Clubhouse - Building Sections
100'-0" LEVEL 1 FLOOR 112'-4" LEVEL 2 FLOOR 125'-9 5/8" PARAPET CAP 96'-0" T.O. FOOTING A353 A5 A451 D2 122'-3 5/8" TRUSS BEARING 1 432 RECEPTION OFFICE STUDY / CYBER LOUNGE STUDY LOUNGE STUDYSTUDYSTORAGE 140'-6" TOP OF ROOF A501 B1 09.10 09.11 03.01 03.05 09.02 09.05 09.02 06.12 06.14 04.24 09.06 09.10 09.11 03.01 03.05 09.02 09.08 09.08 09.08 09.08 04.24 06.03 06.02 06.1406.01 100'-0" LEVEL 1 FLOOR 112'-4" LEVEL 2 FLOOR 125'-9 5/8" PARAPET CAP 96'-0" T.O. FOOTING A351 D1 A351 D2 122'-3 5/8" TRUSS BEARING 1 432 GAME LOUNGE ROGUE FITNESS WOMEN'S RR FITNESS 140'-6" TOP OF ROOF A352 D1 UPPER LOUNGE A501 B1 09.10 03.01 09.11 03.05 09.02 09.05 09.06 04.24 06.02 06.0306.12 06.14 09.0809.08 09.10 09.11 03.01 03.05 09.02 04.24 06.02 06.15 06.03 09.05 09.06 09.06 06.12 06.14 04.24 100'-0" LEVEL 1 FLOOR 112'-4" LEVEL 2 FLOOR 125'-9 5/8" PARAPET CAP 96'-0" T.O. FOOTING 122'-3 5/8" TRUSS BEARING DCB A451 D4 A353 A3A352 D3 FIRE RISERMEN'S RRJANITOR RESTROOM STORAGE STORAGE 09.10 09.11 03.01 03.05 01.06 09.02 04.24 06.02 06.03 09.08 09.10 09.11 03.01 03.05 09.02 04.24 06.02 06.15 06.03 06.01 06.01 09.05 09.02 04.24 06.02 06.03 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 13. 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 WITH R-30 POLYISOCYANURATE ABOVE ROOF DECKING. 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. 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 5:52:01 PMAutodesk Docs://23-029 Bozeman Multifamily/23-029 Bozeman Multifamily Clubhouse and Site.rvtBUILDING SECTIONS A301 28 JULY 2023 23-029 MRR MMA PERMIT REVIEW AND BID SETTHE BOÖTES - SITEAND CLUBHOUSEOPPORTUNITY WAY AND SOUTH11TH AVEBOZEMAN, MONTANA 59718KEYNOTES 01.06 FIRE SPRINKLER RISER WITH EXTERIOR FIRE DEPARTMENT CONNECTION AND ALARM BELL. 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. 06.01 PRIMARY AND SECONDARY ROOF DRAINS. MOUNT ROOF DRAINS 2'-0" MINIMUM FROM CLOSEST VERTICAL SURFACE. TIE PRIMARY ROOF DRAINS TO STORM DRAIN SYSTEM. PROVIDE PIPING FOR SECONDARY DRAINS TO BRASS SCUPPERS AT EXTERIOR WALLS AS SHOWN. MOUNT BRASS SCUPPERS 6" ABOVE TRUSS BEARING. SEE DETAILS ON A701. 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. 06.12 PRE-FINISHED ALUMINUM SNOW GUARD SYSTEM INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. COLOR TO MATCH ROOF MATERIAL. 06.14 PRE-FINISHED STANDING SEAM METAL ROOF OVER ICE AND WATER SHIELD OVER PLYWOOD ROOF SHEATHING. SEE STRUCTURAL. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 06.15 PRE-FINISHED ALUMINUM LOUVER MECHANICAL SCREEN. 09.02 R-20 BATT INSULATION WITH 6 MIL VAPOR RETARDER TO WARM SIDE. TYPICAL AT ALL EXTERIOR WALLS. SEE WALL TYPES. 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. 09.11 2" RIGID INSULATION WITH 1/8" THICK FOAM STRIPPING AT EDGE OF CONCRETE FLOOR SLAB. SCALE: 3/16" = 1'-0"A301 BUILDING SECTION 1B3 SCALE: 3/16" = 1'-0"A301 BUILDING SECTION 2D3 SCALE: 3/16" = 1'-0"A301 BUILDING SECTION 3D4