Loading...
HomeMy WebLinkAboutA4-00 - Building Sections_05-05-2020GENERAL NOTES A. Contractor to Verify Existing Conditions and Dimensions Prior to Construction; Notify Architect of All Discrepancies.B. Contractor to Verify Existing Utility Locations Prior to Construction.C. Dimensions Are to Face of Framing, Face of Concrete, Gridline, or Centerline of Object, U.N.O.D. Detail Drawings or Larger Scale Drawings take Precedent Over Smaller Scale Drawings.E. Reference Structural for Shear Wall Locations.F. Interior Partition Walls to be Type I -2a, Typ, U.N.O. Reference a0.01 for Horizontal and Vertical Assemblies.G. Verify All Clearances/Rough Openings for Appliances, Plumbing and Equipment.H. Provide Backing or Strapping for all Wall Mounted Accessories, Furnishings, and Equipment, Verify Weights and Locations.I. Reference a0.02 for Accessibility Standards 1 HR Rated WallLevel 1 0"Ridge 35' -5"Level 2 TO SF 15' -0"T.O. Plate 25' -0" D E G C 2 A4 . 0 0 2 A4 . 0 0 B A West Roof 13' -3" 1 3 ' - 2 1 / 4 " 10' - 5"10' - 0"1' - 9"13' - 3" 28 ' - 0 " 30 ' - 0 " 30 ' - 0 " 14 ' - 0 " 22 ' - 0 " 22' - 0" 10 2 ' - 0 " 44 ' - 0 " Le a s e 1a 11 0 Le a s e 2a 21 0 Le a s e 1d 12 0 Me n s 10 4 El e v Me c h 10 5 El e v EL E V Lo b b y 10 0 4 A4 . 0 0 4 A4 . 0 0 O v e r h e a d C l e a r a n c e 1 2 ' - 8 " Co r r i d o r 20 0 13' - 6 1/8" 9 ' - 0 " 1 0 ' - 0 " 2 ' - 9 1 / 8 " 1 ' - 9 " 1 3 ' - 3 " 2 ' - 6 " F 6 1 22 3 5 7 8 17 912 1516 18 19 C A Re s t . 20 3 9 12 5 P i t D e p t h 4 ' - 0 " 5 A4 . 0 0 5 A4 . 0 0 22 22 Le v e l 1 0" 1 2 3 1 A4 . 0 0 1 A4 . 0 0 We s t R o o f 13 ' - 3" 1 3 ' - 2 1 / 4 " 1' - 6 " 6' - 6 " 40 ' - 0 " 14 ' - 0 " Le a s e 1a 11 0 20 20 21 2126 10 10 1 3 18 22 1 2 3 6 1 A4 . 0 0 1 A4 . 0 0 Le a s e 2a 21 0 Le a s e 1d 12 0 Le a s e 1d 12 0 Le a s e 2a 21 0 Re s t . 20 3 Sh o w e r 20 1 Me n s 10 4 Wo m e n s 10 3 21 ' - 0 " 30 ' - 0 " 13 ' - 0 " 40 ' - 0 " 8' - 0 " 1 3 ' - 6 1 / 8 " 9 ' - 0 " 1 0 ' - 0 " 4 5 C 9 2 15 3 58 17 16 21 A Co r r i d o r 20 0 Le v e l 1 0"Ri d g e 35 ' - 5" Le v e l 2 T O S F 15 ' - 0" 6 Le a s e 2a 21 0 Le a s e 1d 12 0 IN T E R I O R EX T E R I O R 8 4 9 16 9 2 11 15 3 4 Level 1 0"Ridge 35' -5"Level 2 TO SF 15' -0"T.O. Plate 25' -0" 1 2 3 1 A4.001A4.00 Lease 2a 210Corridor 200 Elev ELEVJan 102Corridor 101Lease1d 120Lease1d 120Lease2a2108' - 0"40' - 0"C A2 1516 PROJECT #SHEET NUMBERREVISION:DATE2222 NE Oregon St #217 | Portland, OR 97232 This drawing is not intended nor shall it be used for construction purposes unless the signed professional stamp of a regisered architect employed at MINARIK Architecture, Inc. is affixed above.Consultant:971−319−6249 | www.minarikarch.com Project Status:© 2020 MINARIK Architecture, Inc ALL RIGHTS RESERVED These Drawings are the Property of MINARIK Architecture, Inc and are not to be used or reproduced in any manner without prior written permission. 5 / 5 / 2 0 2 0 2 : 4 4 : 1 8 P M 1905 A4.00Building J at the Cannery District Cannery District Partners, LLC 211 East Oak Street Bozeman MT, 59715 05/05/2020 Building SectionsSite Plan ReviewKEYNOTES1. Joist, See Structural 2. Beam, See Structural 3. Concrete Foundation 4. Header, See Structural 5. Concrete Slab on Grade, See Assemblies 6. Exposed Joists and Sheathing 7. 42" Guardrail System 8. Dropped GWB Soffit / Ceiling 9. Unit Window 10. Storefront System 11. 2" XPS Insulation, Extend 24" Below Exterior Grade, TYP 12. SM Gutter 13. Mechanical Screen, See Roof Plan 14. Site Built Wood Transom and Sidelite 15. Unpoured Concrete Slab, See A2.90 for Extents 16. Accoustic Isolation System at GWB Ceiling -Recessed Light Fixtures in this Area to be Housed in GWB "Quiet Box" or Approved Equal for Recessed Sound Isolation from Floor Above 17. Enclosed Duct Zone 18. Mechanical Crawl Space 19. External Sliding Wood Slat Screen 20. Standing Seam Canopy 21. Column, See Structural 22. Mechanical Enclosure 1/ 8 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - E / W 1 1/ 8 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - 1 S t o r y N / S 2 1/ 8 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - 2 S t o r y N / S 4 1/ 2 " = 1 ' - 0 " Wa l l S e c t i o n - T y p i c a l G a b l e W a l l 3 1/ 8 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - 2 S t o r y N / S T h r o u g h P e n t h o u s e 5 REVISIONDATEREASON FOR ISSUE