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ROOF
<br />CONT.
<br />2x
<br />BLOCKING
<br />AT STRAP
<br />i
<br />�I
<br />TYPICAL SHEAR WALL SCHEDULE
<br />NUMBER OF
<br />SHEAR WALL
<br />STUD/BLKG.
<br />SILL PLATE / SOLE PLATE
<br />FRAMING
<br />ANCHOR TO
<br />NAIL/SCREW
<br />1, 2
<br />SHEATHED
<br />EDGE 3
<br />AT ADJOINING
<br />8,9
<br />SYMBOL
<br />SHEATHING
<br />SIDES
<br />NAILING
<br />PANEL EDGES 5
<br />SIZE
<br />CONCRETE '
<br />TO RIM JOIST
<br />SHEAR CLIPS
<br />SWl, SWIP
<br />1
<br />8d @ 6" OC
<br />2x
<br />2x
<br />5/8" DIA. AB
<br />3"x.131" NAIL
<br />3"x.131" TOENAIL
<br />1
<br />8d @ 6" OC
<br />2x
<br />2x
<br />@ 48" OC
<br />5/8" DIA. AB
<br />@ 6" OC
<br />16d BOX NAIL
<br />@ 6' OC
<br />LTP4 @ 24" OC
<br />SW2, SW2P
<br />SEE
<br />STRUCT
<br />@ 48` OC
<br />@ 6 OC
<br />SW3, SW3P
<br />1
<br />8d @ 4" OC
<br />2x
<br />2x
<br />5/8" DIA. AB
<br />16d BOX NAIL
<br />LTP4 @ 18" OC
<br />NOTES
<br />@ 32" OC
<br />@ 4" OC
<br />SW4, SW4P
<br />1
<br />8d @ 3" OC 4
<br />3x e
<br />2x
<br />5/8" DIA. AB
<br />16d BOX NAIL
<br />LTP4 @ 14" OC
<br />1
<br />4
<br />8d @ 2" OC
<br />3x
<br />2x
<br />@ 24' OC
<br />5/8" DIA. AB
<br />@ 3 OC
<br />1 BOX NAIL
<br />LTP4 @ 10" OC
<br />SW5, SW5P
<br />2
<br />8d @ 3" OC4
<br />3x
<br />3x
<br />@ 18" OC
<br />5/8" DIA. AB
<br />@ 2.5" OC
<br />SDS25600
<br />LTP4 @ 14" OC
<br />SW6
<br />@ 18" OC
<br />@ 5" ox.
<br />EA. FACE
<br />8d AT 12" o.c. NAILING AT ALL
<br />SHEAR WALL SCHEDULE NOTES
<br />INTERMEDIATE SUPPORTS
<br />I
<br />! I
<br />{ I
<br />LOCATE VERTICAL PANEL — 11'
<br />1. SHEAR WALLS NOTED AS SW_ INDICATE SEGMENTAL SHEAR WALL PER DETAIL (RIGHT)
<br />I I
<br />I I
<br />!! JOINT ON STUD w/ EDGE !!
<br />2. SHEAR WALLS NOTED AS "SW P" INDICATE "PERFORATED SHEAR WALL" PER DETAIL (RIGHT). APPLY ALL SHEATHING, NAILING AND FRAMING REQUIREMENTS PANEL EDGE NAILING TYP.NAILING
<br />BOTH SIDES OF ! t
<br />PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE AND BELOW OPENINGS.
<br />JOINT I I'
<br />3. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE. SILL/SOLE PLATE W/
<br />4. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %". ANCHORS PER SCHED. TYP.
<br />MIN (2) STUDS AT EACH ! I
<br />5. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL ADJOINING PANEL EDGES.
<br />b
<br />HOLD-DOWN UNLESS CI'
<br />6. AT SW4 ONLY, 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 3"0.131" NAILS @ 3" ox EACH FACE. ANCHOR TYPE HOLD-DOWN
<br />NOTED OTHERWISE PER
<br />7. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"x3"x.223" STEEL PLATE WASHERS. LOCATE EDGE OF WASHER PER PLAN WHERE APPLICABLE.
<br />PLAN OR POST
<br />WITHIN %" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX. SEE SCHEDULE FOR ANCHOR
<br />SCHEDULE TYP.
<br />8. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING. ROD TYP.
<br />I
<br />I
<br />9. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS.
<br />_ STRAP TYPE HOLD-DOWN
<br />`_�
<br />10. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL
<br />SEGMENTAL
<br />SHEAR
<br />WALL
<br />-
<br />/ PER PLAN TYP,
<br />11. SEE DETAIL (BOTTOM FAR RIGHT) FOR BLOCKING AND SHEAR CLIP REQUIREMENTS AT DOUBLE SIDED SHEAR WALL
<br />SHEAR WALL PER PLAN FULL
<br />HEIGHT OF WALL
<br />10d AT 4" o.c.
<br />2x BLKG. AT 48" o.c.
<br />2x LEDGER OR
<br />TRUSS TOP CHORD
<br />WITH (2) 16d TO
<br />EACH STUD
<br />E
<br />TOP BEARING
<br />SEP
<br />MAN U FA(
<br />fl�ell�N���I_11
<br />r
<br />WALL/POST PER PLAN WHERE I !
<br />APPLICABLE I I
<br />I I
<br />CONT. RIPPED 2x
<br />16d TOENAIL AT 8" o.c.
<br />I
<br />I 1
<br />J !
<br />I i
<br />I I
<br />I
<br />I I
<br />FLOOR FRAMING BOTH
<br />SIDES OF GLULAM BEAM
<br />WHERE APPLICABLE
<br />ROOF SHEATHING PER
<br />SEE 10/12 FOR SHEAR STRUCTURAL NOTES
<br />WALL CONNECTIONS
<br />NOT SHOWN
<br />ROOF BOUNDARY NAILING
<br />2x BLOCKING PANELS PROVIDED
<br />BY TRUSS MANUFACTURER
<br />SHEAR WALL SHEAR CLIPS
<br />EDGE NAILING
<br />FLOOR JOISTS PER PLAN
<br />SHEAR WALL PER PLAN
<br />LISSES PER
<br />PROVIDE SQUASH
<br />BLOCKING AT ALL
<br />POSTS
<br />n nnrn nk nr „ nkv3 AT 24" o.c.
<br />ROOF BOUNDARY NAILING
<br />SHEAR WALL SHEAR
<br />CLIPS
<br />EDGE NAILING
<br />SHEARWALL PER PLAN
<br />SOLE PLATE NAIL/SCREW
<br />EDGE NAILING —
<br />ROOF TRUSSES PER PLAN
<br />H1 CLIP EACH TRUSS
<br />TRUSS BLOCKING PANEL
<br />BETWEEN TRUSS FULL LENGTH
<br />OF BEARING WALL. DESIGN FOR
<br />600 PLF SHEAR WIND/SEISMIC
<br />(ASD)
<br />FLOOR TRUSS
<br />PER PLAN - BOTTOM BEARING
<br />I
<br />FLOOR BOUNDARY NAILING
<br />PER DIAPHRAGM SCHED
<br />EXTEND SHEAR WALL SHEATHING
<br />CONT. OVER RIM JOIST. DO NOT
<br />BREAK AT SOLE PLATE.
<br />I 2x SILL PLATE
<br />SHEAR WALL EDGE NAILING TO
<br />RIM JOIST AND SILL PLATE I
<br />FLOOR JOIST
<br />NOTE:
<br />,�ea�ff SEE SIMILAR SECTION PER
<br />FORINFORMATIONFORMATION
<br />NOT SHO
<br />ROOF BOUNDARY NAILING
<br />CONT. 2x BLKG WITH VENTING PER
<br />ARCHITECTURAL. SEE 8/S2 FOR
<br />ALTERNATE AT RAISED TRUSS
<br />HEELS.
<br />EDGE NAILING
<br />SHEAR WALL PER PLAN TYP
<br />SOLE PLATE NAILING
<br />EDGE NAILING
<br />2X BAND/RIM PER TRUSS MFR.
<br />EXTEND SHEAR WALL SHEATHING
<br />OVER TRUSS
<br />16d AT 6" o.c.
<br />2x FLAT BLKG BETWEEN TRUSSES
<br />EDGE NAILING
<br />SOLE PLATE NA
<br />EDG
<br />FLOOR BOUNDAR'
<br />SHEARWALL SHI
<br />OR ALTERNATE
<br />SweP
<br />ROOF SHEATHING PER
<br />STRUCTURAL NOTES
<br />ROOF TRUSSES PER PLAN
<br />H1 EACH TRUSS
<br />2x6 STUDS AT 16" o.c. TYP
<br />FLOOR BOUNDARY NAILING
<br />SOLID BLOCKING AT ALL POSTS
<br />AND HOLD-DOWNS. MATCH
<br />POST.
<br />FLOOR TRUSS
<br />PER PLAN - BOTTOM BEARING
<br />PRESSURE TREATED SILL
<br />PLATE PER SHEARWALL
<br />SCHEDULE.
<br />BOLT EMBED = 7" MIN.
<br />FLOOR JOISTS PER PLAN
<br />FOUNDATION PER PLAN
<br />FRAMING PERPENDICULAR TO WALL
<br />N
<br />HOLD-DOWN ID
<br />STRAP TYPE HOLD-DOWN
<br />CENTER ON RIM JOIST AT
<br />UPPER FLOORS TYP.
<br />PANEL EDGE NAILING
<br />TYP.
<br />PANEL EDGE NAILING
<br />ALL AROUND OPEINING
<br />ROOF BOUNDARY NAILING
<br />BOUNDARY NAILING PER
<br />DIAPHRAGM SCHEDULE TO
<br />Id RIM JOIST AND BLOCKING
<br />101011 111"Im
<br />EDGE NAILING
<br />'
<br />EXTEND SHEARWALL SHTG.
<br />TRUSS
<br />OVER GABLE -END TRUSS TO
<br />ROOF DIAPHRAGM
<br />EDGE NAILING
<br />SHEAR WALL SHEAR CLIPS
<br />(BOTTOM CHORD TO TOP
<br />TRUSS AND GABLE WALL
<br />PLATE)
<br />BRACING PER TRUSS
<br />MANUFACTURER
<br />EDGE NAILING
<br />2x6 STUDS AT 16" o.c.
<br />SHEAR WALL PER PLAN iYP
<br />FLOOR BOUNDARY NAILING
<br />Ar
<br />PER DIAPHRAGM SCHED
<br />SOLE PLATE NAILING (3) 10d TO BLKG
<br />EDGE NAILING 2x BLKG AT 48" o.c. w/ (2) 16d
<br />TOENAIL EACH END
<br />SHEATH TRUSS PER SHEAR
<br />WALL BELOW, SW1 OK
<br />OVER OPENINGS
<br />END -WALL TRUSS PANEL
<br />PER TRUSS MFR w/ 2x6 2x BRACE @ 48"o.c.
<br />VERTS AT 16" o.c. w/ (3) 10d AT TOP
<br />ADD STUDS MATCHING 16d AT AND BOTTOM
<br />ALL POSTS ABOVE 6" o.c.
<br />,B
<br />FLOOR TRUSS PER
<br />EDGE NAILING PLAN
<br />DBL. TOP PLATE
<br />SOLE PLATE NAIL/SCREW (4) 10d TO BLKG
<br />EDGE NAILING
<br />FLOOR BOUNDARY NAILING
<br />PRESSURE TREATED SILL
<br />PLATE PER SHEARWALL
<br />SHEAR WALL SHEAR CLIPS, SCHEDULE.
<br />OR ALTERNATE PER 18/S2 BOLT EMBED = 7" MIN.
<br />FLOOR JOISTS PER PLAN
<br />2x BLKG AT 48"oc
<br />FOUNDATION PER PLAN
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