HomeMy WebLinkAboutS000.3BTYPICAL GABLE END DETAILSCALE: 3/4"=1'-0"
2x EXTERIOR \PSHEAR WALL\P- SEE PLAN & SPECIFICATIONS
FASTEN BOTTOM CHORD OF GABLE END TRUSS TO DBL. TOP PLATE w/ 12d NAILS @ 8" O.C.
GABLE END TRUSS SHEATHED W/ OSB/PLYWOOD FLOOR SYSTEM\P(SEE PLANS)
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 PLANS)
FASTEN SOLE PLATE TO RIM BOARD w/ 12d NAILS @ 6" O.C.
RIM BOARD FASTENED TO SOLE PLATE w/ 12d TOENAILS @ 6" O.C.
CTYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ EXTERIOR WALLSCALE: 3/4"=1'-0"
2x EXTERIOR SHEAR WALL
2x EXTERIOR SHEAR WALL (SEE PLANS)FLOOR SYSTEM\P(SEE PLANS)
RIM BOARD FASTENED TO DBL. TOP PLATE w/ 12d TOENAILS @ 6" O.C.
FASTEN SOLE PLATE TO RIM BOARD w/ 12d NAILS @ 6" O.C.
FOUNDATION WALL\P(SEE PLANS)
2x P.T. SILL PLATE (SEE PLANS)
\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 PLANS)
FOUNDATION WALL\P(SEE PLANS)
GARAGE SLAB (SEE PLANS)
2x EXTERIOR SHEAR WALLPROVIDE GABLE END BRACING PER TRUSS MANUFACTURER
SCALE: 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/ (4) 12d TOENAILS
2x EXTERIOR\PSHEAR WALL\P- SEE PLAN & SPECIFICATIONS
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
OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 8d @ 6" O.C.
2x EXTERIOR\PSHEAR WALL\P- SEE PLAN & SPECIFICATIONS 2x EXTERIOR\PSHEAR WALL\P- SEE PLAN & SPECIFICATIONS \A1;FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH (3) 12d TOENAILS (0.131" x 3{\H0.7x;\S1#4;}" LONG NAIL)
\A1;HEEL HEIGHT BETWEEN 9 {\H0.7x;\S1#2;}" - 16"\PBLOCKING REQ'D HEEL 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/(2) 12d TOENAILS @ TOP OF PANEL
\A1;FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH (3) 12d TOENAILS (0.131" x 3{\H0.7x;\S1#4;}" LONG NAIL)\A1;FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH (3) 12d TOENAILS (0.131" x 3{\H0.7x;\S1#4;}" LONG NAIL)
\A1;1 {\H0.7x;\S1#2;}" MIN.\PE.D. (TYP.)
FASTEN SOLE PLATE TO RIM BOARD w/ 12d NAILS @ 6" O.C.
OPTIONAL ALTERNATE DETAIL
FASTEN SOLE PLATE TO RIM BOARD w/ 12d NAILS @ 6" O.C.
RIM BOARD FASTENED TO SOLE PLATE w/ 12d TOENAILS @ 3" O.C.
OPTIONAL ALTERNATE DETAILRIM BOARD FASTENED TO DBL. TOP PLATE w/ 12d TOENAILS @ 6" O.C.
5TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0"
2x EXTERIOR SHEAR WALL ABOVE.
2x INTERIOR SHEAR WALL (SEE PLANS)FLOOR SYSTEM\P(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.
EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD
LOW ROOF TRUSSES\P(SEE PLANS)
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
FLUSH BEAM (SEE STRUCT. PLANS)
FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C.
SHEARWALL ABOVE
4SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
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
6TYPICAL SHEAR TRANSFER DETAIL @ EXTERIOR WALL ABOVE OVER GARAGESCALE: 3/4"=1'-0"
2x EXTERIOR SHEAR WALL ABOVE.
FLOOR SYSTEM\P(SEE PLANS)
EXTEND EXTERIOR SHEATHING TO BOTTOM OF RIM BOARD
FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.
LOW ROOF TRUSSES\P(SEE PLANS)
DROPPED BEAM (SEE PLAN)
TRUSS HANGER (PER MANUF.)
2x6 CONT. LEDGER OR BLOCKING FASTENED TO EA. STUD w/(3)10d NAILS FASTEN SHTG. TO LEDGER w/8d NAILS @ 6" o.c.
DROPPED BEAM (SEE STRUCT. PLANS)
SHEARWALL ABOVE
7SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
FASTEN SHEATHING TO LEDGER w/ 8d NAILS @ 6" O.C.2x6 BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS
TRUSS HANGER (PER MANUF.)
FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.
8TYPICAL SHEAR TRANSFER DETAIL BETWEEN FLOORS @ INTERIOR WALLSCALE: 3/4"=1'-0"
\pxql;2x EXTERIOR SHEAR WALL ABOVE
\pxql;2x INTERIOR SHEAR WALL (SEE PLANS)
\pxql;FLOOR SYSTEM\P(SEE PLANS)\pxql;RIM BOARD FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C.
\pxql;FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.ROOF TRUSS
FASTEN SHEATHING TO TOP CHORD w/ 8d NAILS @ 6" O.C.
LOW ROOF TRUSSES (SEE PLAN)
FASTEN TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 12d NAILS
INSTALL EXT. WALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES
1SHEAR TRANSFER DETAIL BETWEEN FLOORS @ CANT'D EXT. WALLSCALE: 3/4"=1'-0"{\Farchtitl.shx;PERPENDICULAR FRAMING}
CANT'D I-JOISTS (SEE PLANS)
2x EXTERIOR WALL (SEE PLANS)
\A1;1 {\H0.7x;\S1#8;}" OSB RIM JOIST
FASTEN FLOOR SHEATHING TO OSB BLOCKING w/ 8d NAILS @ 6" O.C.
1 {\H0.7x;\S1#8;}" OSB SOLID BLOCKING BETWEEN JOISTS @ EVERY BAY
BLOCKING FASTENED TO DBL. TOP PLATE w/ 10d TOENAILS @ 6" O.C.
2x EXTERIOR WALL FASTEN SOLE PLATE OF SHEARWALL THRU FLOOR SHEATHING TO OSB RIM w/ 10d NAILS @ 6" O.C.
2
SHEARWALL ABOVE
SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN
ROOF TRUSS
FASTEN TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 10d NAILS
FASTEN SHEATHING TO TOP CHORD w/ 8d NAILS @ 6" O.C.
FLUSH BEAM (SEE STRUCT. PLANS)
FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C.INSTALL EXT. WALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES
1 {\H0.7x;\S1#8;}" OSB SOLID BLOCKING BETWEEN JOISTS @ EVERY BAY
SHEARWALL BELOW
FASTEN FLOOR SHEATHING TO OSB BLOCKING w/8d NAILS @ 3" O.C.
I-JOISTS -SEE PLANS
FASTEN OSB BLOCKING TO DBL. TOP PLATE w/(1) SIMPSON A35 CLIP @ EACH PANEL
3SHEAR TRANSFER DETAIL @ INTERIOR SHEARWALL BELOWSCALE: 3/4"=1'-0"PERPENDICULAR FRAMING copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
07-10-14
JGF
JE
125-14003
Truman ModelCentral Zonesheet:
LICENSE EXPIRATION DATE: NOV 30, 2012 1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 23 psf SnowBase - 18 psf Roof LiveRJZREVISED JOISTS UNDER OPT. FREE STANDING TUB07/28/2014VRFUPDATED BACKGROUNDS10/09/2014VRFADDED 2x12 FIRST FLOOR DESIGN10/24/2014NJDARCH REVISIONS04/22/2016Lateral Bracing DetailsS-4.1
08/17/18
William Hohlt