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HomeMy WebLinkAbout842 Auman West Dr- A010.8 House Specific DetailsFASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5A CLIP xxxx SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ ROOFA29 1/2"TO 16"2x10 (9 1/2" - 12" HEEL) OR 2x12 (12" - 16" HEEL) SOLID BLOCKING PANELS EVERY 3RD TRUSS BAY (72"O.C. MAX) FASTEN EA. BLOCKING PANEL TO TOP PLATE w/ (4) 10d TOENAILS B TYPICAL GABLE END DETAIL SCALE: N.T.S. 2x EXTERIOR SHEAR WALL- SEE PLAN & SPECIFICATIONS FASTEN BOTTOM CHORD OFGABLE END TRUSS TO DBL. TOPPLATE w/ 10d NAILS @ 8" O.C. GABLE END TRUSS SHEATHED W/ OSB/PLYWOOD FLOOR SYSTEM(SEE PLANS) 2x6 P.T. SILLPLATE 1/2" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS) SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALLD FASTEN SHEATHING TO SILL PLATEPER EXT. WALL/ SHEATHING EDGENAILING REQUIREMENTS (SEE PLANS) FASTEN SOLE PLATE TO RIMBOARD w/ 10d NAILS @ 6" O.C. RIM BOARD FASTENED TO SOLEPLATE w/ 10d TOENAILS @ 6" O.C. FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5ACLIP & (2) 10d TOENAILS. xxxx SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ ROOFA1 C TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALL SCALE: N.T.S. 2x EXTERIOR SHEAR WALL 2x EXTERIOR SHEAR WALL(SEE PLANS) FLOOR SYSTEM (SEE PLANS) RIM BOARD FASTENED TO DBL. TOPPLATE w/ 10d TOENAILS @ 6" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. FOUNDATION WALL (SEE PLANS) HEEL HEIGHT LESS THAN 9 1/2"NO BLOCKING REQ'D 9 1/2"MAX.xxxx SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA3 OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 8d @ 6" O.C. 2x EXTERIOR SHEAR WALL- SEE PLAN & SPECIFICATIONS 2x P.T. SILL PLATE (SEEPLANS) 1/2" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS) SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR GARAGE WALLE FASTEN SHEATHING TO SILL PLATEPER EXT. WALL/ SHEATHING EDGENAILING REQUIREMENTS (SEE PLANS) FOUNDATION WALL(SEE PLANS) GARAGE SLAB (SEEPLANS) 2x EXTERIOR SHEAR WALL FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5ACLIP & (2) 10d TOENAILS. HEEL HEIGHT BETWEEN 9 1/2" - 16"BLOCKING REQ'D HEEL HEIGHT UP TO 24" MAX.9 1/2"TO 24" MAX.BLOCKING MUST FIT TIGHT BETWEEN TRUSSES. FASTEN EA. END OF BLOCKING TOTRUSS w/(2) 10d TOENAILS @ TOP OFPANEL PROVIDE GABLEEND BRACING PER TRUSS MANUFACTURER xxxx SCALE: N.T.S. TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA4 OSB/PLYWOOD SHEATHING UPVERTICALS OF ROOF TRUSSES, &FASTEN w/ 8d @ 6" O.C. FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5ACLIP & (2) 10d TOENAILS. HEEL HEIGHT UP TO 42" MAX.24"TO 48" MAX.2x BLK'G IN EA. TRUSS BAYFASTENED TO DBL TOP PLATE w/ (3)10d NAILS. 2x BLK'G TO FIT TIGHT IN EA. TRUSS BAY 2x EXTERIOR SHEAR WALL- SEE PLAN & SPECIFICATIONS 2x EXTERIOR SHEAR WALL- SEE PLAN & SPECIFICATIONS2x EXTERIOR SHEAR WALL- SEE PLAN & SPECIFICATIONS 3 TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR WALL ABOVE OVER GARAGE SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE. FLOOR SYSTEM (SEE PLANS)RIM BOARD FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C. FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C. LOW ROOF TRUSSES (SEE PLANS) STEEL BEAM (SEE PLAN) 2x PLATE FASTENED TO STEEL BEAM w/ (2) ROWS OF HILTI DN147P8 PINS @ 24" o.c. STAGGERED 2 TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALL SCALE: 3/4"=1'-0" 2x EXTERIOR SHEAR WALL ABOVE DROPPED BEAM (SEE PLAN) CANT'D I-JOISTS (SEE PLAN) FASTEN SOLE PLATE TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR3"x0.120" NAILS @ 4" O.C. FASTEN SHEATHING TO LEDGER w/ 23 /8"x 0.113" NAILS @ 6" O.C. LOW ROOF TRUSSES (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 INSTALL EXT. WALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES (CONT. TO SOLE PLATE) 4 SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE SCALE: 3/4"=1'-0" FLUSH BOTTOM BEAM (SEE STRUCT. PLAN) FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C. SHEARWALL ABOVE LOW ROOF TRUSSES (SEE PLAN) EXTEND SHEATHING TO BOTTOM OF BEAM & FASTEN PER SPECIFIEDEDGE NAILING TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO BLOCKING w/ 23 /8"x 0.113" NAILS @ 6" 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 I-JOISTS(SEE PLAN) 2x6 CONT. BLOCKING. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES FLUSH BEAM (SEE STRUCT. PLANS) FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C. SHEARWALL ABOVE 1 SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE SCALE: 3/4"=1'-0" EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN TRUSS HANGER (PER MANUF.) FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C. 2x6 CONT. LEDGER OR BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS LOW ROOF TRUSSES (SEE PLAN) 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 © 2013, (2018) The Drees Company. All Rights Reserved. 900 East 96th Street, Suite 100, Indianapolis, IN 46240 Phone: [317] 347-7300 RUST 842 W. AUMAN DRIVE INDIANAPOLIS GALLERY -AUMAN IGA-0489-00 04/02/2020 MELISSA P. N/A N/A 7.03 Elevation "G" House Specific Details 859-578-4290 the BELLEVILLE SSP Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: 1. REFER TO SHEET 0N.1 FOR GENERAL NOTES. Key Notes: 1 2 3 4 5 6 7 8 9 10 General Notes: -- -- -- -- -- -- -- -- -- --REISSUED: 04/28/202005/27/20 William Hohlt