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HomeMy WebLinkAboutALB30- A010.1 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 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 ROOF GIRDER TRUSS7:12 7:12 1'-0" 1'-0"HIP GIRDER TRUSS HIP GIRDER TRUSS HIP GIRDER TRUSS MONO G.T.HIP GIRDER TRUSSMONO G.T. MONO G.T. 7:12 POT VENT (TYP.)12:12 12:12 12:12 12:127:1212:1212:1212:1212:12 12:12RETURN FLARED O.H. 4'-0" 2 2 2 2 CURVED ROOF (RE: 6.01) CENTER OVER WINDOW 8" 8" CURVED ROOF (RE: 6.01) CENTER OVER WINDOW 1'-6" 2'-5 3/4" HEEL CUT 2'-5 3/4" HEEL CUT1'-0"1'-0" 1'-0"1'-0"1'-0" 1'-0"1'-0"1'-6"1'-6"2 1'-6"1'-6"1'-6"1'-6" ROOF GIRDER TRUSS(SEE 2.01F)VAULTEDCEILINGROOF GIRDER TRUSSCURVED ROOF DORMER (SEE DETAIL D/7.02) 4 1/2" FLARED O.H. 4'-0" 2 1'-6"1'-6" 1'-6"2 12:12 ROOF GIRDER TRUSS12:127:12 7:12 1'-0" 1'-0"1'-0" 3 7:12 1 TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) TRAY CEILING IN TRUSS SPACE (SEE SHEET 2.01F) 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 © PARSA & BONDARI 3568 PERCIVAL DRIVE ALBANY PLACE ALB-0030-00 03/09/2020 MELISSA P. SERIES_NM PLAN_NM 2.04 Elevation "E" Roof Plan 859-578-4290 the CRESTWOOD SSP 04/08/2016 BLC 2016 2020 Key Notes: 1 2 3 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. TRUSS OVERFRAMING @ 24" O.C. AT DORMER OVER-FRAMING, PROVIDE 2x_ BLOCKING @ 24" O.C. BETWEEN ROOF TRUSS TOP CHORDS 8:12 PITCH AT FLARED OVERHANG -SEE SHEET 6.01 AND DETAIL C/7.02 (PER ELEVATION) 06/01/20 Adam Schriner