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.
\A1;4'-0"72TYPICAL 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.
SCALE: 3/4"=1'-0"50
EXTERIOR WALL - \PSEE PLAN FOR SHEATHING REQUIREMENTS.
TYP. SHEARWALL INTERSECTION DETAIL - SINGLE WALL
SHEAR WALL - \PSEE SCHEDULE FOR SHEATHING & FASTENING REQUIREMENTS
16d @ 8" O.C. STAGGERED
16d @ 16" O.C.
16d @ 16" O.C.PROVIDE ADD'L STUDS @ ENDS OF SHEARWALLSINTERIOR
EXTERIORINTERIOR SHEARWALL ABOVE
71SHEAR 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
\A1;FASTEN SHEATHING TO LEDGER w/ 2{\H0.7x;\S3#8;}"x 0.113" NAILS @ 6" O.C.
\pxql;FLUSH TOP BEAM (SEE STRUCT. PLAN)
I-JOISTS\P(SEE PLAN)
\pxql;INSTALL SHEATHING PRIOR TO INSTALLING LOW ROOF TRUSSES \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.
FASTEN 2x6 LEDGER OR TOP CHORD OF TRUSS TO TO EA. STUD w/ (3) 3"x0.131" NAILS OR (3) 3"x0.120" NAILS
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SCALE: 3/4"=1'-0"TYPICAL SHEAR TRANSFER DETAIL @ RAISED HEEL TRUSS1
\A1;OSB/PLYWOOD SHEATHING UP VERTICALS OF ROOF TRUSSES, & FASTEN w/ 2{\H0.7x;\S1#2;}"x0.131" @ 6" O.C.
2x EXTERIOR SHEAR WALL\P- SEE PLAN & SPECIFICATIONS FASTEN ROOF TRUSS TO TOP PLATE OF WALL WITH 'SIMPSON' H2.5T CLIP & \P(2) 3"x0.131" TOENAILS.
HEEL HEIGHT UP TO 72" MAX.
\A1;{\W1;48}"\A1;TO 72" MAX.2x BLK'G IN EA. TRUSS BAY FASTENED TO DBL TOP PLATE w/ (3)3"x0.131" NAILS.
2x BLK'G TO FIT TIGHT IN EA. TRUSS BAY {\A1;\Farchquik|c0;& EXTEND A MIN. OF 1" INTO TOP CHORD.} FASTEN TO TRUSS w/ (2)3"x0.131" TOENAILS @ EA. END.
ADD'L 2x BLOCKING AT ALL SHTG. PANEL EDGES AS REQUIRED. FASTEN SHTG. TO BLOCKING PER EXT. WALL SHTG. SPEC. (SEE PLANS)copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
08-16-18
JGF
DLG
125-16005
sheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBelfort ModelShadow Wood - Lot 26Midwest ZoneBase - 18 psf Roof LiveLateral Bracing DetailsS-4.1
08/27/18
William Hohlt