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HomeMy WebLinkAboutLEG 29 - S001.7 House specific detailsGARAGE 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 HEIGHT241_2"241_2"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 1 7.03 2 7.03 DETAIL @ SHED ROOF MIN. 1- 1/8" OSB RIM 2'-0" MAX. HANGER PER TRUSS MANUF. TO RIM 6"x4"x5/16" LLV STEEL ANGLE - FASTEN TO EACH STUD & PLATE (16" O.C. MAX.) W/ (2) USP WS35 WOOD SCREWS (1/4" DIA. x 3 1/2") FASTEN TOP OF TRUSS TO RIM W/ (3) 3"x0.120" (MIN.) TOE NAILS GROUT SOLID TO WEEPS (FLASHING BY OTHERS) CONTIN. ROOF SHEATHING - FASTEN TO TRUSSES W/ 2 3/8"x0.113" NAILS @ 6" O.C. MIN. 2x6 FASCIA - FASTEN TO TRUSSES W/ (2) 3 1/4"x0.120" (MIN.) @ EA. TRUSS BRICK VENEER ELEVATION TRM ONLY BEAM @ DOOR + BRICK VENEER SUPPORT (SEE PLANS) CLIP TOP OF TRUSSES TO ALLOW FOR BRICK SUPPORT MONO TRUSS RESIDENCE FOR:Sheet InformationHouse Name: Series: Plan No.: Job Number: Drawing Date: Coord Name: Coord Phone: Drawing Scale: 1/8" = 1'0" Drawn By: Copyright © 2018, (2018) The Drees Company. All Rights Reserved. Space for Architect Seal 211 Grandview Drive, Fort Mitchell, KY 41017 Phone: [859] 578-4200 MARKET 7239 DELMONT DRIVE LEGACY LEG-0029-00 03/10/2020 MELISSA H. SERIES_NM PLAN_NM 7.03 Elevation 'A' House Specific Details 859.578.4290 the LAKELAND KPC 08/06/20 Mike Sheeks