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HomeMy WebLinkAboutALB24 A010.9 House Specific DetailsA 7.03 B 7.03 2x EXTERIOR WALL (SEE PLAN) (2) 1/4" DIA. x 2" LONG SIMPSON SDS SCREWS INTO EA. FLAT STUD (16" o.c. MAX) 4" BRICK VENEER GALV. 6"x4"x5/16" (FULL VENEER) LLV ANGLE ATTACHED TO DOUBLE EXT WALL STUDS @ 16" O.C. ROOF SHEATHING DOUBLE STUDS IN "L" ORIENTATION 31/4"x0.131" NAILS @ 6" O.C.STEEL ANGLE (SEE PLANS) LINE OF BRICK VENEER 1" AIRSPACE FLASHING PER BUILDER/ARCH GROUT SOLID TO WEEPHOLES LOW ROOF TRUSSES (SEE PLAN) X X DOUBLE STUDS IN "L" ORIENTATION (2) 1/4" DIA. x 2" LONG SIMPSON SDS SCREWS INTO EA. FLAT STUD (16" o.c. MAX) NOT TO SCALE GARAGE PORTAL FRAME BRACING ELEVATION ONE SIDE OF GARAGE DOOR 10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" FINISHED WIDTH < 18'-0" 12' MAX. WALL HEIGHTMIN. (2) JACK STUDS OR AS NOTED ON PLANS EXTENT OF HEADER 12' MAX. WALL HEIGHT BRACED WALL PANEL OR SHEAR WALL (SEE PLAN) 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"x 3/16" PLATE WASHERS. MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT SIMPSON MSTA49 STRAP, OPPOSITE SIDE OF SHEATHING. (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC.KING STUDJACK STUDEXTENT OF HEADER OUTSIDE ELEVATION INSIDE ELEVATION NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16" OSB 1/2" DIA. ANCHOR BOLT WITH 7" MIN. EMBEDMENT AND 2"x2"x3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL 10'-0" MAX.TO TOP OF HEADERPONYWALL(3'-0" MAX)BLOCKING AS REQ'D FOR SHEATH'G SPLICE MIN. (2) JACK STUDS OR AS NOTED ON PLANS FASTEN TOP PLATE TO HEADER w/ 2 ROWS OF 16d NAILS @ 3" o.c. LOCATE HEADER @ TOP OF OPENING 3"x 11-1/4" MIN. HEADER (SEE PLANS) PLAN VIEW OF CORNER DETAIL 16d NAIL AT 12" O.C. 8D NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAME PORTAL FRAME WALL SEGMENT A A PONYWALL(3'-0" MAX)FASTEN HEADER TO KING STUDS W/ (6) 16d SINKERS 3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING BRACED WALL PANEL OR SHEAR WALL (SEE PLAN) SIMPSON MSTA49 STRAP, CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. 16d SINKER NAILS IN (2) ROWS @ 3"O.C. SHEATHING FILLER AS REQ'D241_2"241_2"7/16" OSB OR 1/2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. SECTION A-A THROUGH PIER GARAGE PORTAL FRAME BRACING ELEVATION NOT TO SCALEBOTH SIDES OF GARAGE DOOR OUTSIDE ELEVATIONSECTION 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 SPLICE 10'-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 FRAME KING 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) A PONYWALL(3'-0" MAX)3"x 11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING A C 7.03 NOT TO SCALE X X NOT TO SCALE SECTION PLAN VIEW 14" I-JOISTS (2ND FLR SUBFLOOR)1'-23_4 "1'-6"31_4"(2)1-3/4"x18" LVL (FLUSH BOTTOM) D 7.03 SCALE: 1/8" = 1'0" FLUSH BOTTOM AT ROOM ABOVE FAMILY ROOM OPT. BONUS/BEDROOM SUBFLOOR 1'-0"1'-23_4"(2)1-3/4"x14" LVL (FLUSH)SIMPSON HHUS410 HANGER DBL BASE PLATE FOR HANGER SUPPORT 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 © AMANKELDI 3558 MARSDALE COURT ALBANY PLACE ALB-0024-00 10/15/2020 MPH 7.03 Elevation "U" House Specific Details 859-578-4290 the BUCHANAN EWT 08/27/2010 SSP 2010 2019 11/25/20