Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
A000.5 ROOF PLAN
JOIST 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 ROOF PITCH7:12 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 INTERMEDIATE TRUSS BEARING WALLGARAGE BEARING WALL 7:12 7:12 12:1212:12 12:126:12 4:1212:12 12:127:12 OUTINE OF SECOND FLOOR 7:12 7:12 (SEE SHEET 2.01-FRAMING) EXTENTS OF HIGH CLG PAD DOWN CEILING IN THIS AREA 1'-0"1'-0"1'-0" (CENTER ON WINDOWS)11'-0"RE: SHED ROOF DETAIL D/7.02 1'-0"1'-0"1'-0"1'-0" 1'-0" 1'-0"1'-0"1'-0" 1'-0"@ 24" O.C. TRUSS OVERFRAMING OVERFRAMING @ 24" O.C. OVERFRAMING @ 24" O.C. 1 STRUCTURAL GABLE END ROOF TRUSS STRUCTURAL GABLE END ROOF TRUSS 3-POINT BEARING ROOF GIRDER TRUSS.TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F)ROOF GIRDER TRUSS7:12 7:121'-0" 1'-0"TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 3' RIDGE VENT8' RIDGE VENT 20' RIDGE VENT15' RIDGE VENT5' RIDGE VENTSheet InformationCopyright © 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 MARKET HOME 14297 DUFTON COURT ALBANY PLACE ALB-0040-00 07/23/2018 MELISSA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "A" Roof Plan Key Notes: 1 2 3 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TRUSS OVERFRAMING @ 24" O.C. 08/13/18 Mike Sheeks