HomeMy WebLinkAboutP_Wall_Section_190401_v11. EXISTING COMPOSITE ROOFING OVER OSB SHEATHING.2. EXISTING TRUSSES.3. EXISTING METAL GUTTERS ON FASCIA BOARD.4. EXISTING 1/2" GWB FINISH ON INTERIOR WALLS AND 5/8" GWB ON THE CEILING.5. EXISTING SCREENED BLOCKING (TYPICAL).6. R-49 INSULATION AT CEILINGS. 7. EXISTING 2X6 TOP PLATES8. EXISTING 2X6 STUDS @ 24" O.C. 9. 3/4" UL GRADE T&G PLYWOOD.10. R-21 BATT INSULATION.11. 8" MIN. CLEAR TO DIRT.12. EXISTING SLAB ON GRADE. SLOPE TO DRAIN FROM NW CORNER TO SE CORNER. SEE PLAN. 13. EXISTING CONCRETE FOUNDATION WALL ON CONCRETE FOOTING. 14. EXISTING ROOF DRAIN.15. 6 MIL. BLACK VISQUEEN VAPOR BARRIER. LAP 12" MIN.16. EXISTING WIND BAFFLE BETWEEN EACH TRUSS SPACE. ( 12" ABOVE BLOWN AND 6" ABOVE BATT ) 17. EXISTING PAINT ON PLYWD SHEATHING. 18. PRESSURE TREATED 2X6 AT 16" O.C. W/ RIGID INSULATION IN BETWEEN, R-10 MINIMUM AT THE HIGHEST ELEVATION OF EXISTING SLAB, R-30 AT THE LOWEST. CUT 2X6 AND MATCH SLOPE OF EXISTING SLAB FOR LEVELING PLYWOOD FLOOR. 19. EXISTING PRESSURE TREATED 2X6 SILL PLATE.NOTE:-. 6X8 OR 4X10 DF NO. 2 HEADERS AT DOORS AND WINDOWS UNLESS NOTED OTHERWISE.DIM31216417578107FINISH GRADE(SLOPE AWAY FROM FOUNDATION)123MIN.1' - 6"MIN.8"1114198' - 7 3/4"918151312FLOOR EL. 412' -0 1/4"DRAWN BY:PROJ. NO.:DATE:PROJ. ARCH.:DWG.DWG.EDCBA4321OWNER:ISSUEMARK DATE DESCRIPTIONEDCBA4321ARCHITECT:STRUCTURAL ENGINEER:3/30/2019 8:19:02 PMC:\Users\sjoo\Documents\RevitLocalFiles\Renton_sjoo.rvt00001.0012/17/2016WALL SECTIONA-6JUNGRESIDENCECHANGE OFUSESteve Joosteve.joo@hotmail.com206-306-6738SUNG JUNGoh0420@hotmail.com206-384-08504706 NE 18TH STRENTON WA 980592019 02 25 1" = 1'-0"1WALL SECTION104/29/2017STRUCTURAL REVIEW