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S500 -Roof Plan
SOLE PLATE TO JOIST/BLK'G. DOUBLE STUD DOUBLE TOP PLATE DOUBLE TOP PLATE LAP SPLICE JOIST TO SOLE PLATE (3)10d TOENAILS GAB. END TRUSS TO DBL. TOP PL. 10d TOENAILS @ 8" o.c. 10d NAILS @ 6" o.c. STUD TO SOLE PLATE BLK'G. BTWN. JOISTS TO TOP PL. RIM TO TOP PLATE TOP OR SOLE PLATE TO STUD (3)10d TOENAILS (3)10d TOENAILS 10d TOENAILS @ 6" o.c. (3)10d NAILS RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A 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" R.T. w/ HEEL HT. UP TO 24" R.T. w/ HEEL HT. 24" TO 48" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. LAP WALL SHTG. w/ DBL. TOP PL. & INSTALL ON TRUSS VERT. - FASTEN w/ 8d NAILS @ 6" O.C. PROVIDE 2x BLK @ EA. BAY AT 10d NAILS @ 24" o.c. 10d NAILS @ 24" o.c. (10)10d NAILS IN LAPPED AREA WALL TO FOUNDATION WALL SHTG. LAP w/ SILL PL. & FASTENED PER SHEAR WALL CONNECTION SPECIFICATIONS (TYP. U.N.O.) NOTE: 10d NAIL = 3" x 0.131" GUN NAIL FASTENING SPEC. TOP PLATE LAP @ CORNERS &INTERSECTING WALLS (2)10d NAILS TOP OF HEEL TRUSS MANUFACTURER TO VERIFY THE FOLLOWING: (REFER TO SHEETS 2.01F AND/OR 2.02F) 1) DO NOT LOCATE ROOF TRUSSES ABOVE PARALLEL PLUMBING WALLS OR KITCHEN HOOD WALLS 2) DO NOT LOCATE ROOF TRUSSES ABOVE HVAC CHASES (OR LEAVE A MIN. 22-1/2” WIDE CLEAR SPACE OVER CHASE)8:1212:12 12:12 8:128:1212:1212:12 4:12HIP GIRDER TRUSSHIP GIRDER TRUSSGIRDER TRUSS 12:1212:12 1 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0"22 1'-0"20' RIDGE VENT 2' RIDGE VENT1'-0"1'-0"1'-0"1'-0"3:123:12 3:12 1'-0"1'-0" GIRDER TRUSS POT VENT (TYP.) INSTALL ONE LAYER OF SELF-ADHERING BITUMINOUS ROOFING MEMBRANE WITH A MINIMUM 6”OVERLAP BELOW THE LAYER OF ASPHALT SHINGLES 12:12 STRUCTURAL GABLE END TRUSS GIRDER TRUSS STRUCTURAL GABLE END TRUSS 4:12 3 TO FACE OF BEAM5'-11 1/2"1'-0" 1'-4 3/4"TO FACE OF BEAM11'-9 1/4"TO FACE OF BEAM 17'-3 1/4" 3' RIDGE VENT 1'-0"1'-0"4:1212:124:12HIP GIRDER TRUSS4 4 4 RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number:Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Contract Drawn By: ( ) The Drees Company. All Rights Reserved. Space for Architect Seal 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 Born on Date: CDs Drawn By: Copyright © MARKET 14390 MARSDALE PLACE ALBANY VILLAGE ESTATES ALV-0040-00 11/11/22 M HYATT SERIES_NM PLAN_NM 2.04 Elevation "U" Roof Plan 8595784290 the BUCHANAN KEB 08/27/2010 SSP 2010 2019 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: 1 2 3 4 5 SADDLE: MIN 5:12 PITCH EXTENDED 18" PAST FRAME WALL VALLEY TRUSS OVERFRAMING PROVIDE LEDGER TO ACCEPT ROOF SHEATHING -- HEEL CUT STANDARDS OVERHANG ROOF PITCH1'-0" 2'-0" 4:12 5:12 6:12 7:12 8:12 9:12 10:12 12:12 14:12 N/A N/A N/A N/A N/A 3-3/4" 4-3/4" 5-3/4" 6-3/4" 7-3/4" 8-3/4" 9-3/4" 11-3/4" 13-3/4" 7-3/4" 9-3/4" 11-3/4" 13-3/4"NO ROOF DECKING IN THIS AREA TO ALLOW FOR PROPER ATTIC VENTILATION 01/27/23