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HomeMy WebLinkAboutA4.00 Building Sections 02-14-2019GENERAL NOTES A. Contractor to Verify Existing Site 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 -1, Typ, U.N.O. Reference a0.1 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 J. Note all Tenant Wall Locations are Dimensioned on A9.20.K.All Base Building Toilets and Faucets will be high efficiency fixtures.1 HR Rated Wall A B C D E Gu t t e r a n d D o w n s p o u t Wi n d o w w i t h 2 " S h e e t M e t a l Tr i m T y p a l l S e c o n d F l o o r Pu n c h e d W i n d o w s . S e e Wi n d o w D e t a i l s . Co r r e g a t e d M e t a l , RE : A 0 . 0 1 Sl i d i n g W o o d S c r e e n an d W i n d o w S y s t e m As p h a l t S h i n g l e R o o f Mo d i f i e d W o o d Tr u s s S y s t e m 3 A4 . 8 0 R- 1 F- 3 F- 1 R- 2 C -1 C e i l i n g T y p e . R E : As s e m b l i e s S h e e t Pa t i o A r e a Win d o w w i t h 2 " Sh e e t M e t a l T r i m Se e W i n d o w D e t a i l s A4 . 8 0 6 3 A4 . 0 0 Me c h a n i c a l S o f f i t Me c h a n i c a l S o f f i t St a i r E n c l o s u r e B e y o n d Wi n d o w w i t h 2 " S h e e t Me t a l T r i m T y p a l l G r o u n d Flo o r P u n c h e d W i n d o w s . Se e W i n d o w D e t a i l s . A4 . 8 0 3 Sim Me c h a n i c a l S p a c e Le v e l 1 T . O . P l y 0" Ri d g e 34 ' - 3 " Le v e l 2 T O P L Y 13 ' - 8 " A B C D E T. O . W a l l 22 ' - 8 " T. O . P a r a p e t 16 ' - 3 " 3 A4 . 8 0 C -1 C e i l i n g T y p e O v e r C o r e B u i l d Ou t . R E : A s s e m b l i e s S h e e t Co v e r E x p o s e d T r u s s w i t h 5 / 8 " G y p BD . R u n C o n t i n u o u s I n s u l a t i o n a t Al l E x p o s e d L o c a t i o n s . Pr e f a b r i c a t e d M o d i f i e d Wo o d T r u s s S y s t e m R- 1 F- 3 F- 1 R- 2 Gu t t e r a n d D o w n s p o u t Co r u g a t e d M e t a l Sid i n g R E : A 0 . 0 1 Ro o f D e c k A r e a Sli d i n g W o o d S c r e e n RE : E l e v a t i o n s St o r e f r o n t S y s t e m R E : Pla n s a n d S p e c s Ba l l a s t e d E P D M R o o f T. O . F o u n d a t i o n -4 ' - 0 " 3 A4 . 0 0 E- 1 s E- 2 Re s t r o o m B 10 3 Te n a n t Ar e a 20 8 Ba t h r o o m D 20 3 Te n a n t Ar e a 20 8 4 ' - 0 " 1 3 ' - 8 " 2 ' - 7 " 6 ' - 5 " 1 1 ' - 7 " Sh e e t M e t a l W i n d o w T r i m B e y o n d A4 . 8 0 2 Si m A4 . 8 0 2 Si m Me c h a n i c a l S o f f i t Me c h a n i c a l S o f f i t A5 . 0 1 6 Me c h a n i c a l S p a c e Level 1 T.O. Ply 0"Ridge 34' - 3"Level 2 TO PLY 13' - 8" 3 6 7 T.O. Wall 22' - 8"T.O. Parapet 16' - 3" 4 51A4.00 2 A4 . 0 0 1. 3 6.7 1 T.O. Foundation -4' - 0" Te n a n t Ar e a 20 8 Ba t h r o o m D 20 3 Ba t h r o o m C 20 4 Tenant Area 208Stair 2 202 Du c t Sh a f t 10 8 Re s t r o o m A 10 4 Re s t r o o m B 10 3 Lo b b y 10 0 St a i r 1 20 1 11' - 7"6' - 5"2' - 7"13' - 8"4' - 0"F-3 F- 3 F-1E-1s E- 1 s Gyp Bd Enclosure at Stairs. RE: A6.00 Me c h a n i c a l S o f f i t Me c h a n i c a l S o f f i t Mechanical Soffit Mechanical Soffit Wo o d S c r e e n Wa l l R E : A 7 . 0 0 RE : A 6 . 0 0 f o r St a i r D e t a i l s Gu a r d r a i l Guardrail, RE: A6.00 PROJECT #SHEET NUMBERREVISION:DATE2222 NE Oregon St #217 | Portland, OR 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:© 2018 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. 2 / 1 3 / 2 0 1 9 5 : 3 3 : 3 9 P M 1 1806 A4.00795 Manley Road Bozeman MT 1/2/2019 Building SectionsSite Plan SubmissionKEYNOTES1. Joist, See Structural 2. Beam, See Structural 3. Column, See Structural 4. Concrete Foundation, See Structural 5. Header, See Structural 6. Concrete Slab on Grade, See Structural 7. Exposed Joists and Sheathing, Painted. See Structural 8. Exposed Mechanical Ductwork, See Mechanical 9. Roof Top Unit and Roof Equipment Curb, See Mechanical 10. 36" Handrail System 11. 42" Guardrail System 12. Dropped GWB Soffit / Ceiling, See RCP 13. Unit Window 14. Storefront System 15. 2" XPS Insulation, Extend 24" Below Exterior Grade, TYP 16. Wood Siding Beyond 17. Metal Siding Beyond 18. SM Gutter 19. Fiber Cement Panel Cladding 20. Mechanical Screen, See Roof Plan 21. Light Fixture, See RCP and Elec, Vfy Final Hang Height And Location 22. Unit Skylights 23. Exposed Roof Structure, Painted 24. Site Built Wood Transom and Sidelite 25. Unpoured Concrete Slab, See A2.0 for Extents 26. 1hr Rated Enclosure 27. Accoustic Isolation System at GWB Ceiling -Recessed Light Fixtrues in this Area to be Housed in GWB "Quiet Box" or Approved Equal for Recessed Sound Isolation from Floor Above 28. Suspended Reclaimed Lumber Open Slat System 29. Future Soffit to Be Installed w/ Future Tenant Improvement 30. GWB Light Cove 31. Reclaimed Lumber Open Slat Soffit 3 / 1 6 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - E / W 1 3 / 1 6 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - E / W 1 C u t T h r o u g h C o r e 2 3 / 1 6 " = 1 ' - 0 " Bu i l d i n g S e c t i o n - N / S 3 1 1 1 1 1 REVISIONDATEREASON FOR ISSUE 12/14/2019Site Plan Revisions