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HomeMy WebLinkAbout6 BRK S21.pdf 12/21/10 Burks Residence 2011 Burning Tree Lane Carmel, IN 46032 Issues: Sheet No.: Sheet Contents: Plotted: Checked By: Drawn By: Commission No. 10-0708 SLS JJI 12/21/10 2:24 PM Copyright © 2010 RWA Architects, Inc. All rights reserved. RWA Architects, Inc. 2771 Observatory Avenue Cincinnati, Ohio 45208 Office: 513-321-9506 Fax: 513-321-9507 J.I TECT HCRA STATE OF IDN I ANA TERED S IGER NHOJ I SCH No. 9400134 Permit Set: 10/25/10 Pricing Set: 11/12/10 Rev. 1 Set: 12/20/10 First Floor Plan General Notes: A. Contractor shall adjust framing layout to accommodate light fixtures, plumbing fixtures, and HVAC supply and return locations. Coordinate with electrical plans. B. See Window and Exterior Door Schedule for designated egress windows. C. All elevations are relative to First Floor Subfloor of 100'-0". D. Refer to specifications for typ. header size -U.N.O E. Post sizes are minimum bearing requirement. First Floor Plan Drawing Notes: 1. Ridge Beam: (2) 1 3/4" x 16" LVL 2. Post: (3) 2x6 3. Header: (2) 2x8 4. Header: (2) 2x10 5. Post: (5) 2x6 6. Header: (3) 2x10 7. 2x12 rafters w/2x8 ceiling joists @24"o.c., max. 8. Pre-engineered wood trusses @24" o.c., max. Coordinate w/Truss Manufacturer 9. Header: (3) 2x10 10. Post: (2) 2x6 11. 2x12 rafters w/2x10 sloped ceiling joists @16"o.c., max. 12. Beam: (3) 2x10 -flush. 13. Header: (2) 2x10 14. Header: (3) 2x10 15. Ridge Beam: W14x38 16. Post: HSS 3 1/2" x 3 1/2" x 1/4". Top 1/2" x 6 1/2" x 9" w/(4) 1/2" ø bolts. Bottom 1/2" x 4" x 9" w/(4) 1/2" ø x 2" lag screws. 17. Beam: (2) 2x10 18. (2) 2x12 rafter. Maintain 2" min. clear to masonry chimney. 19. Simpson LUS210-2 Joist Hanger 20. Header: (2) 2x12. Maintain 2" min. clear to masonry chimney. 21. Post: HSS 3 1/2" x 3 1/2" x 1/4" (above LVL beam). Top 1/2" x 6 1/2" x 9" w/(4) 1/2" ø bolts. Bottom 1/2" x 4" x 9" w/(4) 1/2" ø x 2" lag screws. 22. Beam: (2) 1 3/4" x 11 7/8" LVL 23. Post: (3) 2x4 24. Beam: (2) 2x10 -flush. 25. Header: (3) 2x10 26. Header: (2) 2 x 10 27. Post: (2) 2x4 28. Header: (2) 2x10 29. Beam: (3) 1 3/4" x 9 1/2" LVL 30. Post: (3) 2x6 31. Post: (3) 2x6 above header up to ridge beam, 32. Ridge Beam: (2) 1 3/4" x 14" LVL 33. 2x8 rafters @16"o.c., max. 34. Post: (4) 2x6 35. 1/2" APA rated plywood sheathing on stud wall behind gypsum sheathing. 36. 2x12 rafters @16"o.c., max. 37. Simpson Shear Wall: SSW18x9, verify height 38. 3"ø 11 gauge steel post 39. Anchor screened porch top plate to wall top pate w/Simpson LSTA 24. 40. Girder Truss 41. Pre-engineered wood Attic trusses @24" o.c., max. Coordinate w/Truss Manufacturer 42. Post: (3) 2x6 43. Beam: (2) 1 3/4" x 14" LVL 44. Header: (3) 1 3/4" x 9 1/2" LVL 45. Post: (3) 2x6 46. Post: (2) 2x6 47. Build wall through attic space tight to roof deck. Insulate wall with R-19 Spray foam insualtion. Provide attic access panel per code. 48. Bearing wall (shown shaded) 49. Post: (2) 2x6 above header up to ridge beam. PL PL PL PL Roof Framing Plan 7 7 41 8 11 7 7 7 8 36 36 33 8 94 6 3 1 2 4 5 51 27 28 27 1 30 29 30 31 32 14 12 13 14 14 14 18 20 19 19 15 17 24 22 21 38 23 23 40 34 25 34 10 10 10 10 26 10 26 25 10 10 35 35 S2.1 Roof Framing PlanScale: 1/4"=1'-0" 1S2.1 3 39 37 37 37 37 37 0' 4' 8' 16' N n o r t h 37 10 10 10 10 10 10 42 43 42 16 44 45 44 45 49 46 46 39 10 10 37 47 47 35 48 48 44 7 1