HomeMy WebLinkAboutS000.3 - Structural DetailsSCALE: 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
1 {\H0.7x;\S1#8;}" OSB RIM BOARD
SHEARWALL BELOW
I-JOISTS \P(SEE PLAN)
FASTEN OSB RIM TO DBL. TOP PLATE w/(1) SIMPSON A35 CLIP @ 16" O.C. MAX
35SHEAR TRANSFER DETAIL @ INT. SHEARWALL ABOVE & BELOWSCALE: 3/4"=1'-0"PARALLEL FRAMING
SHEARWALL ABOVE\A1;FASTEN SOLE PLATE OF SHEARWALL THRU FLOOR SHEATHING TO OSB RIM w/ 3{\H0.7x;\S1#2;}"x0.131" NAILS @ 3" O.C.
\pxql,t14;FLUSH BOTTOM 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.
SHEARWALL ABOVE
57SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
\pxql;EXTEND SHEATHING TO BOTTOM OF BEAM & FASTEN PER SPECIFIED EDGE NAILING
TRUSS HANGER (PER MANUF.)
\A1;\pxql;FASTEN SHEATHING TO BLOCKING w/ 2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 6" O.C.
\pxql;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
\pxql;I-JOISTS\P(SEE PLAN)
\pxql;2x6 CONT. BLOCKING. FASTEN TO EA. STUD w/ \P(3) 3"x0.131" NAILS OR \P(3) 3"x0.120" NAILS
\pxql;INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES
\A1;19" (MIN.)\A1;19" (MIN.)
SHEAR WALL WITH EDGE NAILING & BLOCKING PER PLAN.
2x4 HORIZONTAL FLAT BLOCKING.\P- INSTALL 2 BAYS IF FIRST STUD IS LESS THAN 16" FROM EDGE OF WINDOW OPENING.
·
\A1;\pxi-3,l3,t3;{\fSymbol|b0|i0|c2|p18;· }REQUIRED ONLY @ OPENINGS AS SPECIFIED ON PLAN.\P{\fSymbol|b0|i0|c2|p18;· }STRAPS TO BE INSTALLED ON EXTERIOR FACE OF SHTG. & MAY BE MOVED 1{\H0.7x;\S1#2;}" FROM EDGE TO ALLOW FOR DOOR NAILING
·
DOOR {\LOPENING}
\A1;SIMPSON CS14 STRAP CENTERED AT CORNER OF OPENING w/ (36) 2{\H0.7x;\S1#2;}"x 0.131" NAILS (38" MIN LENGTH)
SCALE: NTSTYPICAL EXT. WALL & INT. SHEARWALL OPENING ELEVATION9272TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0"
\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.copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
03-23-22
SDI
LAN
125-21002
woodview ModelAmbleside HighlandsLot 45Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneLateral Bracing DetailsS-4.1
11/30/22