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HomeMy WebLinkAboutGN 6 GARAGE FRAMING1 2 6 4 3 5 10 9 8 7 General Notes Key Notes 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. -- -- -- -- -- -- -- -- -- -- RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Copyright © 2016, (2016) The Drees Company. All Rights Reserved. POLIVKA 12190 FRENZEL PARKWAY JACKSON'S GRANT Drawing Date: Coord Name: Coord Phone: JAC-0193-00 03/20/18 MELISSA H. SERIES 859.578.4290 the LAYTON 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 Drawing Scale: 1/8" = 1'-0" ELEVATION "V" 7.03 DETAILS GARAGE PORTAL FRAME BRACING ELEVATION NOT TO SCALE BOTH SIDES OF GARAGE DOOR OUTSIDE ELEVATION SECTION A-A THROUGH PIER INSIDE ELEVATION SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES. FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS & SILLS) - TYPICAL. FASTEN TOP PLATE TO HEADER w/ 2 ROWS OF 16d NAILS @ 3" o.c. 16d SINKER NAILS IN (2) ROWS @ 3"O.C. NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB PLAN VIEW OF CORNER DETAIL 16d NAIL AT 12" O.C. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x3/16" PLATE WASHERS.10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT EXTENT OF HEADER BLOCKING AS REQ'D FOR SHEATH'G SPLICE10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" SHEATHING FILLER AS REQ'D 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAMEKING STUD7/16" OSB OR 1/2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA.12' MAX. WALL HEIGHTFASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS MIN. (2) JACK STUDS OR AS NOTED ON PLANS EXTENT OF HEADER PONYWALL(3'-0" MAX)12' MAX. WALL HEIGHT2412"2412" PORTAL FRAME WALL SEGMENT LOCATE HEADER @ TOP OF OPENING JACK STUD1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT AND 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL MIN. (2) JACK STUDS OR AS NOTED ON PLANS SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. 3"x 11-1/4" MIN. HEADER (SEE PLANS) APONYWALL(3'-0" MAX)3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING A A 7.04 CONNECTION SPECIFICATIONS (TYP. U.N.O.) 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 BLK'G. BTWN. JOISTS TO TOP PL. (3)10d TOENAILS RIM TO TOP PLATE 10d TOENAILS @ 6" o.c. RAFTER/TRUSS TO TOP PLATE (3)10d TOENAILS + (1) SIMPSON H2.5A TOP OR SOLE PLATE TO STUD (3)10d NAILS 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 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. 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 R.T. w/ HEEL HT. 12" TO 16" 2x12 BLK EVERY 3RD BAY FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. 05/11/18 William Hohlt