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HomeMy WebLinkAboutALB30- A010.9 House 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 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. 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 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 A 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.PONYWALL(3'-0"MAX.)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 HEIGHT 3"x11 1/4" MIN. HEADER (SEE PLANS) MIN. (2) JACK STUDS OR AS NOTED ON PLANS LOCATE HEADER @ TOP OF OPENING 241/2"241/2" PORTAL FRAME WALL SEGMENT A LOCATE HEADER @ TOP OF OPENING JACK STUDSCALE: 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' HEIGHT10'-0" MAX.TO TOP OF HEADER12' MAX. WALL HEIGHTMIN. (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 ELEVATIONPONYWALL(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 2x EXTERIOR WALL (SEE PLAN) (2) 1/2" DIA. x 2" LONG LAG SCREWS INTO FLAT STUD 4" BRICK VENEER GALV. 6"x4"x 5/16" (FULL VENEER) OR 5"x3"x 5/16" (QUEEN VENEER) LLV ANGLE ATTACHED TO DOUBLE EXT WALL STUDS @ 16" O.C. ROOF SHEATHING 1" AIRSPACE FLASHING PER BUILDER/ARCH GROUT SOLID TO WEEPHOLES LOW ROOF TRUSSES (SEE PLAN) X DOUBLE STUDS IN "L" ORIENTATION SCALE: 3/8" = 1'-0" BRICK DOUBLE STUD DETAIL X ROOF SHINGLE DOUBLE STUDS IN "L" ORIENTATION (2) 1/4" DIA. x 2" LONG SIMPSON SDS SCREWS INTO FLAT STUDS 3-1/4"x 0.131" NAILS @ 6" O.C. SLOPES GREATER THAN 7:12 PROVIDE 3"x3"x 1/4" THICK STL. STOPS WELDED TO ANGLE @ 24" O.C. STEEL ANGLE (SEE PLANS) LINE OF BRICK VENEER PLAN VIEW 5 7.03 SECTION VIEW 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 7.03 Elevation "E" House Specific Details 859-578-4290 the CRESTWOOD SSP 04/08/2016 BLC 2016 2020 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. 06/01/20 Adam Schriner