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.
SHEARWALL ABOVE
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) 12d NAILS
FASTEN SHEATHING TO TOP CHORD w/ 8d NAILS @ 6" O.C.
1SHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVESCALE: 3/4"=1'-0"
FASTEN SOLE PLATE OF SHEARWALL TO RIM BOARD \Pw/ 10d NAILS @ 6" O.C.
1SCALE: 3/4"=1'-0"
2x EXTERIOR SHEAR WALL ABOVE.
FLOOR SYSTEM\P(SEE PLANS)
FASTEN SOLE PLATE TO RIM BOARD w/ 10d NAILS @ 6" O.C.
STEEL BEAM (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.
EXTEND SHEATHING TO BOT. OF BEAM & FASTEN PER SPECIFICATION ON PLAN
ROOF TRUSS
SHEARWALL ABOVE
LOW ROOF TRUSSES (SEE PLAN)DROPPED BEAM
@ WOOD BEAM @ STEEL BEAMSHEAR TRANSFER DETAIL @ EXTERIOR SHEARWALL ABOVE
c o p y r i g h t : M U L H E R N & K U L P
S t r u c t u r a l E n g i n e e r i n g , I n c .
c
issue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
3-14-14
JGF
JE
125-13021
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L a t e r a l B r a c i n g D e t a i l s
S-4.1
05/30/18
William Hohlt