|
,0
<br />,0
<br />ROUGH WINDOW SILL
<br />Horiz Rough Number
<br />of End Attachment
<br />p ;. . '_.
<br />NOMINAL
<br />END
<br />- DEPTH
<br />ATTACHMENT
<br />4
<br />(4) 16d
<br />6
<br />(6) 16d
<br />8
<br />(8) 16d
<br />10
<br />(10) 16d
<br />12
<br />(12) 16d
<br />14
<br />(14) 16d
<br />16
<br />(16) 16d
<br />18
<br />(18) 16d
<br />Header End t P _
<br />Scale:111
<br />16d @24"
<br />STAGGERED
<br />z
<br />B
<br />a
<br />X
<br />"'
<br />x
<br />STITCH
<br />cva�
<br />Ln
<br />NAILING PER
<br />LU
<br />QUJ
<br />SCHED
<br />X
<br />a-
<br />x
<br />x
<br />(1) ROW AT 17 IT
<br />(1) ROW AT
<br />CENTER OF 2x CENTER OF EA
<br />2x
<br />Q1J Row PQate Nailing f2J Rows Plate Nailin_g
<br />X x
<br />Z p
<br />.. n Q =
<br />z U
<br />X X Iw- w
<br />LL
<br />x x
<br />x x
<br />x (4) ROWS,
<br />STAGGERED IN 4x
<br />x x
<br />(4) Rows of Plate Nailing
<br />(2x Framing)
<br />(2x Framing)
<br />(2x Framing)
<br />SHEAR MALL SCHEDULE NOTES:
<br />1.
<br />IN ADDITION TO FRAMING REQUIREMENTS OF 5/S601 PROVIDE FRAMING AT SHEAR WALLS AS INDICATED.
<br />x
<br />x
<br />x
<br />2.
<br />SEE SCHEDULE FOR SHEATHING AND NAILING REQUIREMENTS. LUMBER GRADE AS INDICATED OR BETTER.
<br />�_
<br />STAGGER PANEL JOINT EA SIDE OF WALL WHERE SHEATHING IS REQUIRED BOTH SIDES OF WALL.
<br />X
<br />-' LiJ
<br />x
<br />J u'
<br />x
<br />x
<br />3.
<br />ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN
<br />�° =
<br />L
<br />�
<br />®— STITCH NAILING
<br />SIZES INDICATED. IN LIEU OF 3x STUDS, BUILT-UP STUDS SHOWN IN 2/S601MAY BE SUBSTITUTED.
<br />V
<br />LU
<br />x
<br />W
<br />x
<br />x
<br />PER SCHED
<br />4.
<br />BLOCK ALL PANEL EDGES.
<br />LU
<br />5.
<br />NAIL SIZES PER NAIL SIZE TABLE. DRIVE ALL NAILS FLUSH W/ FACE OF SHEATHING. TOLERANCE +1/16°' TO -0.
<br />X
<br />x
<br />x
<br />x
<br />STAGGER NAILING WHERE NECESSARY TO PREVENT SPLITTING OF LUMBER.
<br />6.
<br />PLATES ON CONCRETE SHALL BE TREATED. SEE GENERAL NOTES.
<br />x
<br />x
<br />x
<br />7.
<br />CONNECT SHEATHING & STUDS AT SHEAR WALL INTERSECTIONS AS INDICATED.
<br />8.
<br />WHERE ONLY ONE HOLDOWN IS SPECIFIED, LOCATE ON OPEN -SIDE OF HOLDOWN STUDS. SEE WALL ELEVATION.
<br />x
<br />9.
<br />THE PLANS AND SECTIONS SHOWN HERE SCHEMATICALLY DEMONSTRATE THE TYPICAL CONNECTION DESIGNED
<br />(1) ROW AT CENTER
<br />(2) ROWS,
<br />(2) ROWS,
<br />OF 1 1/4" LSL
<br />STAGGERED
<br />T
<br />STAGGERED
<br />BY THE ENGINEER OF RECORD. ALTERNATE CONNECTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER
<br />PRIOR TO CONSTRUCTION.
<br />IN 1 3/4" LSL
<br />x
<br />x
<br />IN EA LSL
<br />10.
<br />SHEAR TRANSFER IS AS SHOWN IN SCHEDULE UNO ON PLAN OR DETAILS.
<br />(1I) Roams of Plate Nailing f21
<br />Roes of Plate Nailing
<br />(4) Rows of Plate Nailing
<br />(Q-.FOIST Framing)
<br />(I -JOIST Framing)
<br />(I -JOIST Framing)
<br />TYPICAL NAIL LENGTH TABLE
<br />Typical Shear Wall
<br />Schedule - Plate Nailing Details
<br />Nail Size
<br />Napo Diameter
<br />Typical Nail Length (UNO)
<br />6dCOMMON
<br />0.113°10
<br />2"
<br />Scale: 1 1/2" _ V-0"
<br />8d COMMON
<br />0.131"00
<br />2 1/2"
<br />10d COMMON
<br />0.148"0
<br />2 1/4"
<br />SHEAR WALL
<br />SHEAR WALL PANEL EDGE
<br />16d SINKER
<br />0.148"0
<br />3 1/4"
<br />SHEATHING ✓z NAILING PER4/S601
<br />STUD FASTENING
<br />Plan View PER TABLE A
<br />SHEAR WALL PANEL EDGE
<br />NAILING PER 4/S601
<br />XSEE X
<br />1 COTE1" MIN
<br />PANEL EDGE x X -
<br />UJ
<br />NAILING p TABLE
<br />ShearwaQQ Marls Staid Fastening
<br />x x "' a SW4 (2) ROWS 16d @ 4" OC
<br />SHEAR WALL
<br />SHEATHING
<br />P a ' i _ NOTE:
<br />Elevation View 1. 3" FOR SIDS SCREWS, 1 1/2" FOR 16d NAILS
<br />Alternative uIIt- ti n at Abuttinq Panel Edae
<br />Scale: 1 1/2" = 1,-0"
<br />MINIMUM FASTENING SCHEDULE (UNO)(PER IBC 2012, TABLE 23 4.1 m 1)
<br />WALL
<br />TRANSFER 'D'
<br />,W2 & HEAVIER
<br />CORRIDOR WALL EN
<br />(Plan View:
<br />Staggered Staid Wall Mtersections
<br />/7-- SHEAR TRANSFER 'D'
<br />' J Scale. 3/4" = 1'-0a'
<br />4
<br />C
<br />NO.
<br />1
<br />CONNECTION
<br />BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMING ABOVE
<br />NAILING, LOCATION (UNO)
<br />(3) 8d, TOENAIL EACH END
<br />2
<br />BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS
<br />(2) 8d, TOENAIL EACH END
<br />3
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />16d FACE NAIL
<br />4
<br />JOISTS TO TOP PLATE OR GIRDER
<br />(3) 8d, TOENAIL
<br />5
<br />CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NO THRUST)
<br />(3) 16d
<br />6
<br />COLLAR TIE TO JOIST/RAFTER
<br />(3) 10d
<br />7
<br />S E
<br />ROOF O ® TRUSS T TOP PLAT _ - - -
<br />(3) 1Od; TOENAIL -
<br />8
<br />ROOF JOIST/RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2" RIDGE BEAM
<br />(2) 16d, END NAIL
<br />9
<br />STUD TO STUD (NOT AT SHEAR WALLS)
<br />16d @ 24" O.C., FACE NAIL
<br />10
<br />CONTINUOUS HEADER TO STUD
<br />(4) 8d, TOENAIL
<br />11
<br />TOP PLATE TO TOP PLATE, AT END JOINTS
<br />(8) 16d, EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24°° LAP SPLICE LENGTH EACH SIDE OF END JOINT)
<br />12
<br />SILL PLATE TO JOIST, RIM JOIST OR BLOCKING (NOT AT BRACED WALL PANELS)
<br />16d @ 16" O.C., FACE NAIL
<br />13
<br />SILL PLATE TO JOIST, RIM JOIST OR BLOCKING AT BRACED WALL PANELS
<br />(3) 16d @ 16" O.C., FACE NAIL
<br />14
<br />STUD TO SILL PLATE
<br />(4) 8d, TOENAIL OR (2) 16d, END NAIL*
<br />15
<br />TOP PLATE TO STUD
<br />(2) 16d, END NAIL
<br />16
<br />TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
<br />(2) 16d, FACE NAIL
<br />17
<br />1 °' BRACE TO EACH STUD AND PLATE
<br />(2) 8d, FACE NAIL
<br />18
<br />1" x 6" SHEATHING OR LESS TO EACH BEARING
<br />(2) 8d, FACE NAIL
<br />19
<br />1 °° x 8" AND WIDER SHEATHING TO EACH BEARING
<br />(3) 8d, FACE NAIL
<br />20
<br />JOIST TO SILL, TOP PLATE OR GIRDER
<br />(3) 8d, TOENAIL
<br />21
<br />RIM JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW
<br />8d @ 6" O.C., TOENAIL
<br />22
<br />1°' x 6" SUBFLOOR OR LESS TO EACH JOIST
<br />(2) 8d, FACE NAIL
<br />23
<br />2" SUBFLOOR TO JOIST OR GIRDER
<br />(2) 16d, BLIND AND FACE NAIL
<br />24
<br />2°° PLANKS (PLANK & BEAM - FLOOR & ROOF)
<br />(2) 16d, EACH BEARING, FACE NAIL
<br />25
<br />BUILT-UP GIRDERS AND BEAMS, 2°' LUMBER LAYERS
<br />20d @ 32" O.C., FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND (2) 20d AT ENDS OF EACH SPLICE
<br />26
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
<br />(3) 16d, EACH JOIST OR RAFTER, FACE NAIL
<br />27
<br />JOIST TO RIM JOIST
<br />(3) 16d, END NAIL
<br />28
<br />BRIDGING OR BLOCKING TO JOIST
<br />(2) 8d, EACH END, TOENAIL
<br />*USE (4) 16d END NAIL STUDS TO TOP AND SILL PLATES AT 2x10 STUDS
<br />(D)
<br />Shea all Intersections
<br />16d @ 4" or
<br />1/4x6" SIDS SCREW @ 13"
<br />Capacity
<br />Seismic Wind
<br />310 PLF 435 PLF
<br />—:-- I r- n -- --R.: 7 f�— T TT -- -- — -- �TT1TT —T-��f— = T]—=-
<br />#I I I,1:.1tt1 �tt� %�#I X. # X %
<br />I I I � � ;= I I I•.I 111, I,�Ikf I . ' � ICI . -
<br />'
<br />Xtt
<br />IXIXIIXI.
<br />I, I"1 1
<br />Ikl
<br />x #tt
<br />tt"# I. 11 I'
<br />NOTE 4
<br />I II
<br />1
<br />SHEATHINGWINDOW
<br />DOOR
<br />1 i..l
<br />1 I%II
<br />z x1
<br />OPENING
<br />11#OPENING
<br />.
<br />IJ
<br />I
<br />PANELS PER SCHED
<br />z
<br />�'
<br />�I
<br />II;KI
<br />[XI
<br />z o "'
<br />E
<br />- EDGE NAILSWI%II%I
<br />II I:
<br />;I
<br />I�`I#I,
<br />l 1
<br />SHEAR TRANSFERW
<br />XI
<br />G "' ''I"
<br />III
<br />SHEATHING TO ALL
<br />.
<br />'.
<br />I Ix (USE FOR LEDGERI
<br />.I
<br />%
<br />.
<br />HOLDOWN STUDS
<br />,.III
<br />i l BOLTING @ CONC
<br />- -'"..; %
<br />1 I ;;
<br />1'�.�'
<br />`%�'�X..
<br />�I,I-.
<br />(�Il.lI-"
<br />I'I%G I"
<br />1
<br />" 11..
<br />I I sTEMWALL)
<br />,
<br />xf I I
<br />�I
<br />1.1,
<br />1�1
<br />#
<br />I
<br />I #
<br />X
<br />1
<br />HOLDOWN
<br />#
<br />#
<br />_ _
<br />I I � Tl " - � I t. '• 1�l,
<br />IXI"
<br />STUDS PER PLAN
<br />I"ttlXll'I� '
<br />I --fkl .I
<br />11.=' ,=
<br />I'I
<br />- [ 1" I ''1, 1, ,I'[ I I =1 I
<br />I I.
<br />I#1J,
<br />(2) ROWS 16d @ 8°
<br />IIIIl
<br />Ll I I,�
<br />;:
<br />I%I 1%I
<br />ktt
<br />EA HOLDOWN
<br />X
<br />IXI:
<br />X
<br />I.11 IXI
<br />IXI
<br />STUD TO ADJACENT
<br />HOLDOWN STUD
<br />l I
<br />;.
<br />I I
<br />I
<br />( ,1 1 • 1 { 1 ' I
<br />�� I .I
<br />STRAP TYPE HOLDOWN#111�1�,
<br />,�I
<br />IXI IXI
<br />PER PLAN
<br />II Ilxll I.
<br />;
<br />I l'I
<br />1%I
<br />I
<br />II
<br />I�I�
<br />II � (LEI
<br />II .�ll
<br />IXIttaII
<br />XI
<br />IIIXII'_
<br />X tt
<br />tt X X # X
<br /># .' X X' #
<br />; k
<br />%•
<br />X
<br />USE GALVANIZED PLATE WASHER 1/4x3x3 HDU HOLDOWN -
<br />NAILS @ TREATED @ SHEAR WALL PER PLAN
<br />PLATES ANCHOR BOLTS, TYP
<br />r all r In I n
<br />JOINT @
<br />STUD, TYP
<br />(2) ROWS OF (6) 16d EA SIDE OF 4' - 0" SPLICE, UNO
<br />UPPER JOINT @ SPLICE, TYP
<br />HEADER SIZE
<br />PER PLAN
<br />16d@12°'
<br />= AWAY
<br />U-
<br />LU LU
<br />B z
<br />w w
<br />= z
<br />PLATE NAILING
<br />FROM SPLICE, TYP
<br />----
<br />-
<br />WINDOW
<br />STUD HEADER
<br />J
<br />OPENING
<br />16d @ 12" OC
<br />TYP
<br />@ ALL KINGS
<br />& TRIMMERS
<br />TRIMMERS
<br />KING STUDS
<br />TRIMMERS
<br />SEE PLAN
<br />SEE PLAN
<br />PER PLAN
<br />ROUGH WINDOW
<br />(1) MIN
<br />SILL SEE SCHED
<br />rl,
<br />A35 WHERE REQ'D
<br />DOOR
<br />SEE SCHED
<br />OPENING
<br />5/8" O AB @ 48" OC & 9"
<br />FROM ENDS OF PL. EMBED
<br />7"
<br />OR SLAB THICKNESS MINUS
<br />1
<br />2x TREATED PL, UNO
<br />CONCRETE
<br />STUD SIZE &
<br />SPACING PER PLAN
<br />Tvr)ical Wall Ira icy
<br />BM PER PLAN
<br />(2)2x WALL TOP
<br />PLATES, UNO
<br />�— 16d@12" OC TOENAIL
<br />RIM JOTS_ T TO WALL
<br />.PLATES, TYP UNO -
<br />9
<br />t.......... %
<br />ND
<br />s
<br />Engineer's Stamp
<br />Project Title
<br />z
<br />0
<br />LU
<br />Protect Information
<br />Project No.
<br />19-027-01
<br />Checked By
<br />OB
<br />Issue
<br />BID SET 03/13/2020
<br />ADD STUDS FOR EQUAL OR
<br />GREATER WIDTH WHERE
<br />BEAMS ABOVE, TYP Department Approval
<br />16d @ 12" OC TYP
<br />@ MULT. STUDS
<br />Sheet Title
<br />STRUCTURAL
<br />WOOD DETAILS
<br />Sheet Number
<br />
|