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HomeMy WebLinkAboutA000.6 ROOF PLANJOIST TO SOLE PLATE (3)10d TOENAILS SOLE PLATE TO JOIST/BLK'G. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE (3)10d TOENAILS TOP OR SOLE PLATE TO STUD (3)10d NAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. R.T. w/ HEEL HT. 9 14" TO 12" 2x10 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. R.T. w/ HEEL HT. UP TO 24" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. R.T. w/ HEEL HT. 24" TO 48" LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT TOP OF HEEL DOUBLE STUD 10d NAILS @ 24" o.c. DOUBLE TOP PLATE 10d NAILS @ 24" o.c. DOUBLE TOP PLATE LAP SPLICE (10)10d NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS & (2)10d NAILS INTERSECTING WALLS WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL FASTENING SPEC. NOTE: 10d NAIL = 3" x 0.131" GUN NAIL CONNECTION SPECIFICATIONS (TYP. U.N.O.) 5-3/4" 8-3/4" 7-3/4" 6-3/4" 10:12 RO O F PIT C H 7:12 8:12 9:12 6:12 HEEL CUT STANDARDS 14:12 9-3/4" 13-3/4" 11-3/4" 12:12 4-3/4" 5:12 3-3/4" 4:12 OVERHANG 1'-0" 2'-0" 7-3/4" 9-3/4" 11-3/4" 13-3/4" N/A N/A N/A N/A N/A I N T E R M E D I A T E TR U S S BE A R I N G WA L L GARAGE BEARING WALL OUTINE OF SECOND FLOOR 7:12 8:1 2 8:12 8:1 2 7:12 4:12 8:1 2 6:12 8:1 2 8:12 (SEE SHEET 2.01-FRAMING) EXTENTS OF HIGH CLG PAD DOWN CEILING IN THIS AREA 1'-0" 1'- 0 " (C E N T E R ON WIN D O W S ) 9'- 0 " RE: SHED ROOF DETAIL B/7.02 1'- 0 " 1'-0" 1'-0" 1'- 0 " 1'-0" POT VENT (TYP.) ROOF GIRDER TRUSS ROOF GIRDER TRUSS ROOF GIRDER TRUSS ROOF GIRDER TRUSS MO N O G.T . ROOF GIRDER TRUSS MONO G.T. ROOF GIRDER TRUSS . . 1 1 . 1 RO O F G I R D E R TR U S S 1'- 0 " 1'-0" 1'- 0 " SE E SH E E T 2.0 1 F V A U L T E D CL G . TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 8:1 2 8:12 8:1 2 7:12 1'-0" 1'- 0 " 1'- 0 " 1'-0" R O O F G I R D E R TR U S S 7:1 2 7:1 2 1'- 0 " 1'- 0 " Sh e e t In f o r m a t i o n Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 211 GRANDVIEW DRIVE, FORT MITCHELL, KY 41017 PHONE: [859] 578-4200 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 2.04 WENINGER 14305 DUFTON COURT ALBANY PLACE ALB-0042-00 06/25/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "C" Roof Plan Key Notes: 1 2 3 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TRUSS OVERFRAMING @ 24" O.C. 07/30/18 Mike Sheeks