HomeMy WebLinkAboutS000.2SCALE: 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
SCALE: NTSTYPICAL EXT. WALL & INT. SHEARWALL OPENING ELEVATION5
\A1;14" (MIN.)\A1;14" (MIN.)
SHEAR WALL WITH EDGE NAILING & BLOCKING PER PLAN.
2x4 HORIZONTAL FLAT BLOCKING.\P- INSTALL 2 BAYS IF FIRST STUD IS LESS THAN 14" FROM EDGE OF WINDOW OPENING.DOOR {\LOPENING}
\A1;SIMPSON CS16 STRAP CENTERED AT CORNER OF OPENING w/ (26) 2{\H0.7x;\S1#2;}"x 0.131" NAILS (28" MIN LENGTH)
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\A1;\pxi-3,l3,t3;{\fSymbol|b0|i0|c2|p18;· }REQUIRED AT ALL OPENINGS GREATER THAN 36" WIDE & AT {\LALL} OPENINGS LOCATED WITHIN P2 AND P3 SHEAR WALLS.\P{\fSymbol|b0|i0|c2|p18;· }NOT REQUIRED WHERE PORTAL FRAMES ARE SPECIFIED (I.E. GARAGE DOORS - SEE 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
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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"
FLUSH 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 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
1 {\H0.7x;\S1#8;}" OSB RIM BOARD
SHEARWALL BELOW
FASTEN FLOOR SHEATHING TO OSB RIM w/8d NAILS @ 3" O.C.I-JOISTS \P-SEE PLANS
FASTEN OSB RIM TO DBL. TOP PLATE w/(1) SIMPSON A35 CLIP @ 16" O.C. MAX
3SHEAR TRANSFER DETAIL @ INTERIOR SHEARWALL BELOWSCALE: 3/4"=1'-0"PARALLEL FRAMING4TYPICAL 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 TRUSSEScopyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
07-11-14
JGF
RJZ
125-13023
sheet:Rockwall ModelMidwest ZoneBase - 18 psf Roof LiveVRFARCH. REVISIONS04/13/2015SWBSTONE VENEER UPDATE09/27/2016VRFARCH. REVISIONS11/21/2016JTFIN 2020 CODE UPDATE02/20/2020Lateral Bracing DetailsS-4.1
09/15/20