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HomeMy WebLinkAboutALB29 A010.9 House Specific DetailsOUTSIDE ELEVATION SECTION A-A THROUGH PIER INSIDE ELEVATION 1/2" DIA. ANCHOR BOLT W/ 7" MIN. EMBEDMENT & 2"x2"x 3/16" PLATE WASHER, TYP. SEE TYP. CORNER FRAMING DETAIL 3-1/4" x 0.148" NAILS IN (2) ROWS @ 3"O.C. PLAN VIEW OF CORNER DETAIL ANCHOR BOLTS PER CODE (2 MIN.) WITH 2"x2"x 3/16" PLATE WASHERS.10'-0" MAX.TO TOP OF HEADERFINISHED WIDTH < 18'-0" 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 2-1/2" x 0.131" NAIL @ 6" O.C. IN ALL PANEL EDGES NOT PART OF PORTAL FRAMEKING STUD12' MAX. WALL HEIGHTEXTENT OF HEADER 12' MAX. WALL HEIGHT ENDLENGTHENDLENGTHPORTAL FRAME WALL SEGMENT A LOCATE HEADER @ TOP OF OPENING JACK STUDSCALE: N.T.S. GARAGE PORTAL FRAME BRACING ELEVATION BOTH SIDES OF GARAGE DOOR 115 MPH WIND SPEED (ULT) A 7.03 MIN. (2) JACK STUDS OR AS NOTED ON PLANS 3"x11-1/4" MIN. HEADER (SEE PLANS) LOCATE HEADER @ TOP OF OPENING 3-1/4" x 0.148" NAIL @ 12" O.C. MIN. (2) JACK STUDS OR AS NOTED ON PLANS NOTE: ALL SHEATHABLE AREAS OF EXTERIOR WALL SHALL BE FULLY SHEATHED WITH 1/2" PLYWOOD OR 7/16 " OSB SCALE: 3/4" = 1'-0" SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE B 7.03 ALTERNATIVES TO 1/2" DIA. ANCHOR BOLT: 1) 1/2" DIA. x 6" LONG SIMPSON TITEN HD 2) 1/2" DIA. THREADED ROD EPOXY SET w/ 4-1/2" EMBED. (MIN) UTILIZING HILTI HY200 EPOXY ANCHORING SYSTEM (OR EQUAL) MIN. PANEL WIDTH BASED ON 6:1 HEIGHT-TO-WIDTH ASPECT RATIO FOR EXAMPLE: 16" MIN. FOR 8' HEIGHT SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT: - MSTA49 STRAP w/ 24-1/2" END LENGTH FOR 2'-0" MAX HT. or MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT. - STRAP CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. 3"x11-1/4" MIN. HEADER (SEE PLANS) PONY WALL MAX. HT.: =2'-0" w/ SIMPSON MSTA49 =5'-0" w/ SIMPSON MSTC66 PONY WALL MAX. HT.: =2'-0" w/ SIMPSON MSTA49 =5'-0" w/ SIMPSON MSTC66 SIMPSON STRAP SPEC BASED ON PONY WALL HEIGHT: - MSTA49 STRAP w/ 24-1/2" END LENGTH FOR 2'-0" MAX HT. or MSTC66 STRAP w/ 33" END LENGTH FOR 5'-0" MAX HT. - STRAP CENTERED @ BOTTOM OF HEADER - LOCATE ON INSIDE FACE OF WALL. - (SEE SECTION A-A) TYP. INSTALL PER MANUF. SPEC. FASTEN SHEATHING TO HEADER WITH 2-1/2" x 0.131" NAILS IN 3" GRID PATTERN AS SHOWN AND 3" O.C. IN ALL FRAMING (STUDS & SILLS) - TYPICAL. (3" OC. NAILIING ONLY REQ'D WHERE INDICATED BY X's - USE STND. SHTG. NAILING ELSEWHERE) IF PANEL SPLICE IS NEEDED IT SHALL OCCUR WITHIN MIDDLE 24" OF WALL HEIGHT. PROVIDE 2x HORIZONTAL BLOCKING TO SUPPORT PANEL EDGES. FASTEN TOP PLATE TO HEADER W/ 2 ROWS OF 3-1/4" x 0.148" NAILS @ 3" O.C. 7/16" OSB OR 1/2" PLYWOOD SHEATHING, CONTINUOUS FROM TOP TO BOTTOM OF WALL, OR FROM TOP OF WALL TO PERMITTED SPLICE AREA. FASTEN HEADER TO KING STUDS W/ (6) 3-1/4" x 0.148" NAILS 2x EXTERIOR SHEAR WALL ABOVE. 2x INTERIOR SHEAR WALL (SEE PLAN) 2x JOISTS (SEE PLAN) EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD LOW ROOF TRUSSES (SEE PLAN) TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO LEDGER w/ 2 3/8"x 0.113" NAILS @ 6" O.C. ROOF SHEATHING TO RUN CONTINUOUS UNDER OVERFRAMING 2x6 CONT. LEDGER OR BLOCKING. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120' NAILS RIM BOARD FASTENED TO DBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR 3"x0.120" TOENAILS @ 4" O.C. FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. SCALE: N.T.S. C 7.03 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL 2x EXTERIOR SHEAR WALL ABOVE 2x INTERIOR WALL (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 2 3/8"x 0.113" NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLAN) INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. 2x JOISTS (SEE PLAN) FLUSH BOTTOM BEAM (SEE STRUCT. PLAN) LOW ROOF TRUSSES (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 2 3/8"x 0.113" NAILS @ 6" O.C. INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES SHEARWALL ABOVE EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN 2x JOISTS (SEE PLAN) FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. 2x CONT. NAILER OR BLOCKING FASTENED TO EDGE OF FLUSH BEAM w/ (2) 3"x0.131" NAILS @ 6" O.C. OR (2) 3"x0.120" NAILS @ 4" O.C. FASTEN FLOOR SHEATHING TO NAILER w/STND. EDGE NAILING SCALE: N.T.S. D 7.03 SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE SCALE: N.T.S. E 7.03 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL 2x EXTERIOR SHEAR WALL ABOVE DROPPED BEAM (SEE PLAN) 2x JOISTS (SEE PLAN) FASTEN SHEATHING TO LEDGER w/ 23/8"x 0.113" NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLAN) INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. F 7.03 SCALE: N.T.S. FLUSH BEAM (SEE STRUCT. PLAN) LOW ROOF TRUSSES (SEE PLAN) EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN TRUSS HANGER (PER MANUF.) 2x JOISTS (SEE PLAN) SHEARWALL ABOVE FASTEN SHEATHING TO BLOCKING w/ 2 3/8"x 0.113" NAILS @ 6" O.C. INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. 2x6 CONT. BLOCKING. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS 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 © 2019, (2019) The Drees Company. All Rights Reserved. Space for Architect Seal 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 MARKET 3564 PERCIVAL DRIVE ALBANY PLACE ALB-0029-00 7/7/2020 M. HYATT SERIES_NM PLAN_NM 7.03 Elevation "B" House Specific Details 859.578.4290 the LAYTON LJR 09/10/20