HomeMy WebLinkAboutS000.2SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA2
\A1;9 1/2"\A1;TO 16"
\A1;2x10 (9 {\H0.7x;\S1#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/ \P(4) 3"x0.131" TOENAILS OR \P(5) 3"x0.120" TOENAILS
FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)
SCALE: 3/4"=1'-0"TYPICAL SHEAR\PTRANSFER DETAIL @ ROOFA1\A1;HEEL HEIGHT LESS THAN 9 {\H0.7x;\S1#2;}"\PNO BLOCKING REQ'D
\A1;9 1/2"\A1;MAX.
SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSSA3
\A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S3#8;}"x0.113" NAILS @ 6" O.C.
\A1;HEEL HEIGHT BETWEEN 9 {\H0.7x;\S1#2;}" - 16"\PBLOCKING REQ'DHEEL HEIGHT UP TO 24" MAX.
\A1;9 1/2"\A1;TO 24" MAX.
\A1;BLOCKING MUST FIT TIGHT BETWEEN TRUSSES.\PFASTEN EA. END OF BLOCKING TO TRUSS w/\P(2) 3"x0.131" TOENAILS OR\P(2) 3"x0.120" TOENAILS @ TOP OF PANEL
FASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ (3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILSFASTEN ROOF TRUSS TO TOP PLATE OF WALL w/ \P(3) 3"x0.131" TOENAILS OR\P(4) 3"x0.120" TOENAILS2x EXT. WALL\P(SEE PLAN)2x EXT. WALL\P(SEE PLAN)
BTYPICAL GABLE END DETAILSCALE: 3/4"=1'-0"
2x EXT. WALL (SEE PLAN)
FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/ \P3"x0.131" NAILS @ 8" O.C. OR 3"x0.120" NAILS @ 6" O.C.
GABLE END TRUSS SHEATHED w/ OSB/PLYWOODPROVIDE GABLE END BRACING PER TRUSS MANUFACTURER AND/OR BCSI
CTYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0"
2x EXT. WALL (SEE PLAN)I-JOISTS\P(SEE PLAN)
RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C.
FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C2x EXT. WALL (SEE PLAN)
I-JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)}
SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D
FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN)
RIM BOARD FASTENED TO SILL PLATE w/ \P3"x0.131" TOENAILS @ 6" O.C. OR 3"x0.120" TOENAILS @ 4" O.C.
FOUNDATION WALL\P(SEE PLAN)
FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C
2x P.T. SILL PLATE (SEE PLAN)
\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)}
SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR GARAGE WALLE
FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN)
FOUNDATION WALL\P(SEE PLAN)
GARAGE SLAB (SEE PLAN)
2x EXTERIOR SHEAR WALL
C1TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0"
2x JOISTS\P(SEE PLAN)
RIM BOARD FASTENED TO \PDBL. TOP PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C.
FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C
2x EXT. WALL (SEE PLAN)
2x EXT. WALL (SEE PLAN)
2x JOISTS\P(SEE PLAN)2x P.T. SILL PLATE\A1;{\H0.7x;\S1#2;\H1.429x;" DIA. ANCHOR BOLTS @ 6'-0" O.C. MAX. (OR EQUIVALENT ANCHOR STRAPS)}
SCALE: 3/4"=1'-0"{\Farchtitl.shx;TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR BASEMENT WALL}D1
FASTEN SHEATHING TO SILL PLATE PER EXT. WALL/ SHEATHING EDGE NAILING REQUIREMENTS (SEE PLAN)
FOUNDATION WALL\P(SEE PLAN)
RIM BOARD FASTENED TO \PSILL PLATE w/ 3"x0.131" TOENAILS @ 6" O.C. OR \P3"x0.120" TOENAILS @ 4" O.C.FASTEN SOLE PLATE TO RIM BOARD w/ \P3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C
\A1;4'-0"1TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0"
\pxql;FLUSH BEAM (SEE STRUCT. PLAN)
\pxql;FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C.
\pxql;SHEARWALL ABOVE
2SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
\pxql;EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN
TRUSS HANGER (PER MANUF.)
\A1;\pxql;FASTEN SHEATHING TO BLOCKING w/ 2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 6" O.C.\pxql;2x6 CONT. BLOCKING. FASTEN TO EA. STUD w/ \P(3) 3"x0.131" NAILS OR\P(3) 3"x0.120" NAILS
\pxql;I-JOISTS\P(SEE PLAN)
\pxql;INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES
3SHEAR TRANSFER DETAIL @ INTERIOR SHEARWALL BELOWSCALE: 3/4"=1'-0"
FLOOR SYSTEM (SEE PLANS)JOIST FASTENED TO DBL. TOP PLATE w/ SIMPSON A35 CLIPS @ 16" O.C. \P{\LINSTALL AFTER FRAMING COMPLETE & BELOW JOIST TO SIDE OF WALL TOP PLATES}\pxql;2x SHEAR WALL (SEE PLANS)
\A1;{\LDO NOT} LOCATE JOIST ON TOP OF WALL, SET WITHIN {\H0.7x;\S3#8;}" OF SHEAR WALL\A1;FASTEN FLOOR SHEATHING TO ADD'L JOIST w/ 2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 3" O.C.\pxql;2x EXTERIOR SHEAR WALL ABOVE
\pxql;DROPPED BEAM (SEE PLAN)\pxql;I-JOISTS\P(SEE PLAN)
\A1;FASTEN SHEATHING TO LEDGER w/ 2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 6" O.C.
LOW ROOF TRUSSES (SEE PLAN)
\pxql;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
\pxql;FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD w/ 3"x0.131" NAILS @ 6" O.C. OR 3"x0.120" NAILS @ 4" O.C.
\A1;4'-0"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
12-03-21
JGF
MRC
125-13023
sheet:Rockwall ModelTowne Meadow - Lot 22Midwest ZoneBase - 18 psf Roof LiveLateral Bracing DetailsS-4.1
01/04/22