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HomeMy WebLinkAboutS500-ROOF PLANSOLE 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 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 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)INTERMEDIATE TRUSS BEARING WALLGARAGE BEARING WALL OUTINE OF SECOND FLOOR (SEE SHEET 2.01-FRAMING) EXTENTS OF HIGH CLG PAD DOWN CEILING IN THIS AREA HIP GIRDER TRUSS HIP GIRDER TRUSSMONO G.T.ROOF GIRDER TRUSSROOF GIRDER TRUSS POT VENT (TYP.) 14:1214:12 14:1214:1214:1214:1214:1214:127:121'-0"1'-0" 1'-5"1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1'-0"1'-0"1'-0"1'-0"14:122'-1 3/4" HEEL 6'-1 3/4" HEELROOF GIRDER TRUSS1'-0"1'-0" 1'-0" 7:12 7:12 14:12SEE 2.01FVAULTEDCLG.TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 7:12 1'-0"1'-0"ROOF GIRDER TRUSS7:127:121'-0"1'-0"7:12 STRUCTURAL GABLE END ROOF TRUSSROOF GIRDER TRUSS1 4 TO FACE TO FACE OF BEAM17'-10 1/4"TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 1'-0"4 1'-0" 2' 1-3/4" HEEL CUT 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 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 Born on Date: CDs Drawn By: Copyright © LONBERGER 14589 AUTUMN WOODS INDIANAPOLIS GALLERY HOMES IGA-0575-00 11/15/22 M. HYATT SERIES_NM PLAN_NM 2.04 Elevation "D" Roof Plan 859.578.4290 the CRESTWOOD LJR 04/08/2016 BLC 2016 2021 Key Notes: 1 2 3 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TRUSS OVERFRAMING @ 24" O.C. 4 NO ROOF DECKING IN THIS AREA TO ALLOW FOR PROPER ATTIC VENTILATION 01/11/23