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.
2x EXTERIOR SHEAR WALL ABOVE.
FLOOR SYSTEM\P(SEE PLANS)
FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.LOW ROOF TRUSSES\P(SEE PLANS)
DROPPED BEAM OR INT. WALL BELOW (SEE PLAN)
2x6 CONT. LEDGER OR\PEND TRUSS TOP CHORD FASENED TO EA. STUD w/(3)10d NAILS @ 16" o.c. FASTEN SHTG. TO LEDGER w/8d NAILS @ 6"o.c.
1SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
\pxt14;FLUSH BOTTOM BEAM (SEE STRUCT. PLANS)
FASTEN SOLE PLATE OF SHEARWALL TO FLUSH BEAM w/ 10d NAILS @ 6" O.C.
SHEARWALL ABOVE
2SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
LOW ROOF TRUSSES (SEE PLAN)
EXTEND SHEATHING TO BOTTOM OF BEAM & FASTEN PER SPECIFIED EDGE NAILING
TRUSS HANGER (PER MANUF.)
FASTEN SHEATHING TO BLOCKING w/ 8d NAILS @ 6" O.C.2x6 BLOCKING. FASTEN TO EA. STUD w/ (3) 10d NAILS
2x CONT. NAILER OR BLOCKING FASTENED TO EDGE OF FLUSH BEAM w/ (2)10d NAILS @ 6" O.C. FASTEN FLOOR SHEATHING TO NAILER w/STND. EDGE NAILING copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
12-17-18
JGF
ANK
125-14017
Woodside ModelCopper Run - Lot 2Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneLateral Bracing DetailsS-4.1
02/14/19
Mike Sheeks