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HomeMy WebLinkAboutGN 6 SPECIFIC DETAILSOUTSIDE 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 HORIZ ONTAL 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. 1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d NAILS @ 3" O.C. 3"x11 1 /4 " MIN. HEADER (SEE PLANS) 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"x 3 /16 " PLATE WASHERS. 10'-0" MAX. TO TOP OF HEADER FINISHED 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 SPLICE 10'-0" MAX. TO TOP OF HEADER FINISHED WIDTH < 18'-0" SHEATHING FILLER AS REQ'D A 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME KING STUD 7/ 16" OSB OR 1/ 2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. PONY WALL (3'-0"MAX.) 12' MAX. WALL HEIGHT FASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS MIN. (2) JACK STUDS OR AS NOTED ON PLANS EXTENT OF HEADER PONY WALL (3'-0" MAX) 12' MAX. WALL HEIGHT 3"x11 1 /4 " MIN. HEADER (SEE PLANS) MIN. (2) JACK STUDS OR AS NOTED ON PLANS LOCATE HEADER @ TOP OF OPENING 24 1 /2 24 1 " /2 " PORTAL FRAME WALL SEGMENT A LOCATE HEADER @ TOP OF OPENING JACK STUD SCALE: N.T.S. GARAGE PORTAL FRAME BRACING ELEVATION BOTH SIDES OF GARAGE DOOR 1 7.03 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. 2x INT. WALL BELOW FLOOR SYSTEM (SEE PLANS) FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES (SEE PLANS) TRUSS HANGER (PER MANUF. AS REQ'D.) TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. 2x INT. WALL BELOW FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES (SEE PLANS) TRUSS HANGER (PER MANUF.) 2x LEDGER (SEE PLANS) 3 7.03 4 7.03 NOT TO SCALE GARAGE PORTAL FRAME BRACING ELEVATION CENTER PIER BETWEEN 2 GARAGE DOORS MIN. WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT 10'-0" MAX. TO TOP OF HEADER 12' MAX. WALL HEIGHT MIN. (2) JACK STUDS OR AS NOTED ON PLANS MIN. (2) JACK STUDS OR AS NOTED ON PLANS BLOCKING AS REQ'D FOR SHEATH'G SPLICE OUTSIDE ELEVATION 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. ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x3/16" PLATE WASHERS. SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 16d NAILS @ 3" O.C. INSIDE ELEVATION PONY WALL (3'-0" MAX) A A LOCATE HEADER @ TOP OF OPENING NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB 2 7.03 Sheet Information Copyright © 2017, (2017) The Drees Company. All Rights Reserved. 900 EAST 96TH STREET, SUITE 100, INDIANAPOLIS, IN 46240 PHONE: [317] 347-7300 RESIDENCE FOR: House Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: 7.03 BAN 14296 DUFTON COURT ALBANY PLACE ALB-0037-00 04/23/2018 MELLISA P. SERIES_NM PLAN_NM 859-578-4290 the CRESTWOOD SSP Elevation "B" House Specific Details General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. 2. LETTERED DETAILS ARE TYPICAL FOR THIS HOME & SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. 3. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQUIRED WHERE SPECIFICALLY INDICATED ("CUT") ON THE PLANS. 05/18/18 William Hohlt