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<br /> , „. SHEAR WALL SCHEDULE (DOUG FIR FRAMING) UNJ
<br /> —�
<br /> x x Sheathing Nailing Framing Shear Transfer Capacity(ASD)
<br /> z ❑ 1 (15/32" (EN) Min Stud &Blkg @ Top (A) (B) (C) (D) ' �
<br /> 0 --\-- x 0 \ x x x x J W Mark Plywood) Edge Field _ Panel Edges Sill Plate ', Plates Sill PI to Concrete Rim/Joist/Blkg to Top PI Sill PI To Rim/Joist/Blkg Shearwall Intersections Seismic Wind SAHL
<br /> Z ❑ z ❑ x x
<br /> _ A35@26" or 16d@4" or 16d@4" or
<br /> Q v Q V STITCH w SW6 (1) SIDE 10d @ 6" 10d @ 12" 2x 2x (2)2x 5/8"0 @ 3'-5" 310 PLF 435 PLF
<br /> w w w w a Z �I
<br /> z NAILING PER J W LTP4 @ 24" 1/4x6" SDS SCREWS @ 14" 1/4x6" SDS SCREW @ 13" 1201 First Avenue South, Suite 310
<br /> I- Cl- - a A35 @ 18" or (2) ROWS 16d @ 6" or (2) ROWS 16d @ 6" or Seattle, Washington 98134
<br /> H ce w H ce w Q t
<br /> a x a x x SCHED x x a SW4 (1) SIDE 10d @ 4" 10d @ 12" 3x 2x (2)2x 5/8"0 @ 2' 3" LTP4 @ 16" 1/4x6" SDS SCREWS @ 9" 1/4x6" SDS SCREW @ 8" 460 PLF 645 PLF 206-402-5156 www.lundopsahl.com
<br /> x x SW2 (1) SIDE 10d @ 2" 10d @ 12" 3x 2x (2)2x 5/8"0 @ 16" A35 @ 10" or (3) ROWS 16d @ 6" or 1/4x6" SDS SCREW @ 5" 770 PLF 1078 PLF
<br /> : \ LTP4 @ 9" (2) ROWS 1/4x6" SDS SCREWS @ 10"
<br /> xm- (1) ROW AT x X. (1) ROW AT x x-.1----- (4) ROWS, SHEAR WALL SCHEDULE NOTES:
<br /> CENTER OF 2x CENTER OF EA STAGGERED IN 4x
<br /> Engineers Stamp
<br /> 2x x x1. IN ADDITION TO FRAMING REQUIREMENTS OF 5/S6.01, PROVIDE FRAMING AT SHEAR WALLS AS INDICATED.
<br /> (1) Row of Plate Nailina (2) Rows of Plate Nailing (4) Rows of Plate Nailing 2. SEE SCHEDULE FOR SHEATHING AND NAILING REQUIREMENTS. LUMBER GRADE AS INDICATED OR BETTER.
<br /> (2x Framing) (2x Framing) (2x Framing) STAGGER PANEL JOINT EA SIDE OF WALL WHERE SHEATHING IS REQUIRED BOTH SIDES OF WALL.
<br /> 3. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANEL EDGES SHALL NOT BE LESS THAN � A• 0,p
<br /> SIZES INDICATED. IN LIEU OF 3x STUDS, BUILT-UP STUDS SHOWN IN 2/S6.01 MAY BE SUBSTITUTED.
<br /> �- 1/ 4. BLOCK ALL PANEL EDGES.
<br /> Al Il.
<br /> x „ x 5. NAIL SIZES PER NAIL SIZE TABLE. DRIVE ALL NAILS FLUSH W/FACE OF SHEATHING.TOLERANCE +1/16" TO -0. •j/� 'g '$ '�I ,.�J
<br /> Z 0 Z 0 STAGGER NAILING WHERE NECESSARY TO PREVENT SPLITTING OF LUMBER. irrr V
<br /> � x Q x ¢ xz ❑ = = 6. PLATES ON CONCRETE SHALL BE TREATED. SEE GENERAL NOTES. w
<br /> "' z z wi, -� STITCH NAILING SHEAR TRANSFER 'C' rc 24234 ,
<br /> = 7. CONNECT SHEATHING & STUDS AT SHEAR WALL INTERSECTIONS AS INDICATED. T k
<br /> z Q X .-C-1( a X PER SCHED 8. WHERE ONLY ONE HOEDOWN IS SPECIFIED, LOCATE ON OPEN SIDE OF HOEDOWN STUDS. SEE WALL ELEVATION. x x ..I. OV '=Lam, w
<br /> Q t 9. THE PLANS AND SECTIONS SHOWN HERE SCHEMATICALLY DEMONSTRATE THE TYPICAL CONNECTION DESIGNED 1,1 1 1 0 STRAP TYPE Ix x N I I
<br /> X X X BY THE ENGINEER OF RECORD.ALTERNATE CONNECTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER li Ix I I 0 x 1. ;• HOLDOWN PER PLAN x1xlK N IxI
<br /> PRIOR TO CONSTRUCTION. - �_ _ - j - I _ I - .. '`1 N 1 %_
<br /> x x X% x X X x % X X X X x .x X x . x x X x X X
<br /> TYPICAL NAIL LENGTH TABLE
<br /> I I I Project Title
<br /> >- (1) ROW AT CENTER >-- (2) ROWS, 2) ROWS, Nail Size Nail Diameter Typical Nail Length (UNO) I SHEAR TRANSFER 'B' I I
<br /> OF 1 1/4" LSL STAGGERED (STAGGERED 6d COMMON 0.113"0 2" --,-i -1 ��: �, I r— I I
<br /> x IN 1 3/4" LSL pi IN EA LSL k x— I �, 8d COMMON 0.131"0 2 1/2" -- -- - 71---� I I
<br /> _ � I1 I Tj � SIT '�� ,�� � k I%Ix,X---- I I �� 1
<br /> (1) Row of Plate Nailing (2) Rows of Plate Nailing (4) Rows of Plate Nailing 10d COMMON 0.148"0 2 1/4" 1 I 1: 1 I9 / 1 1, N I xll
<br /> x x I d -�
<br /> (I-JOIST Framing) (1-JOIST Framing) (I-JOIST Framing) � 11 X
<br /> 16d SINKER 0.148"0 3 1/4" - % I}{-+�� �' ( :hx L. L _ __- -_1 h- - -41 x,1 L- �I �_
<br /> COTypical Shear Wall Schedule - Plate NailingDetails - % ` - x�.—� '_-� �—- d ` x� � x� .�. �-- % Ix�--� lxx� --- -� -— XI -- • —
<br /> yp 1 1 2" = 1-0" ,` I x{al 11 1 1 Ix xIl x a� 11 �� NOTE 4 Scale: / ,
<br /> % % k %. %% % % W H Ix{x- , % % x Tx x Jt x -Kx.11 %
<br /> VI Lime
<br /> k X xlI xaAC xi- "[� 1 r� llx SHEATH
<br /> A DNG D
<br /> WINDOW X I Q w N ["L-- xlx DOOR xxl k PANELS PER ER SCHED
<br /> SHEAR WALL SHEAR WALL PANEL EDGE 7
<br /> SHEATHING �� NAILING PER x OPENING Z z¢ Q I Ix X -
<br /> OPENING %x 1 I Z
<br /> =i�i 4/S6.01 xI • xI = 0*
<br /> x x EDGE NAIL SW �" . x IxI 1' Ix
<br /> imirip - PARTY WALL I I x1 I Z O kxI 1 G I
<br /> SHEAR TRANSFER A � ,,, SHEATHING TO ALL/— SHEAR TRANSFER 'D' i.X) 1. (USE FOR LEDGER \• k I, I,J I HOEDOWN STUDS xixlXIxl kIBOLTING @ CONC %K%I� 3x @SW2 & HEAVIER �' 1-1' ■Ix, �11 I 1 IXI G 1 _
<br /> a)
<br /> _ - ________ !-� lx STEM WALL) X I I I �k"�`�-- HOLDOWN i"T''11 111 L, N
<br /> \ STUD FASTENING x X _ x x xX % x 'Ix1'1 11 •I 1 x • —
<br /> PER TABLE A - - - -I r.'1 STUDS PER PLAN { •�
<br /> Plan View ►�� 1 l%{k1 ax Xf l L i,,
<br /> SHEAR WALL PANEL EDGE CORRIDOR WALL EN I 1 �� C I I I I ,H.j f III- I { ,'
<br /> NAILING PER ""`^' Plan View: X X x (2) ROWS 16d @ 8" fxx K R
<br /> 1I [:1
<br /> 1III X14/56.01 Staggered Stud Wall Intersections III 1 I I 1 ( 1 "` EA HOEDOWN x X ISTUD TO ADJACENTx SEE x TABLE A SHEAR TRANSFER'D' 1 I �' a I xlx HOLDOWN STUD Iklxl I Ik) I I /1
<br /> 1:, 1:: MIN �_ - - ma� X �Y. x II IIxIIxI x Il■1 L%1 1x C 0Q)NOTE its ►�� its(1 Shearwall Mark Stud Fastening f'I I I I Ji' r 1Kfix�I 1 I h I • Z QSW4 (2) ROWS 16d @ 4" OC I II ��� , 1� STRAP TYPE HOEDOWN I j-�1_ ixI1 "�"�PANEL EDGE x x Q 1 1/2" MIN 1 1/2" MI\mJN•
<br /> EN EN % �` PER PLAN x K %
<br /> II % 1 j Ixd 111xf •I :: I l I)x�l I IxI • — 3
<br /> NAILING ❑ z m SW3 (3) ROWS 16d @ 4 1/2" OC i�z. � ►�� �: y I N I IxIx1I to Ix I co
<br /> -�H+
<br /> - Q iQ- SW2 (2) ROWS 1/4"x 3" SDS @ 4 1/2" OC irra,,,...._is ►1�s 1111 noc aII — x Y Ix klx—x—Ix X ' �d -k k U. 1X x x x x. _it X x x x K-x-x % x , Lfl a,
<br /> SW3-2 (2) ROWS 1/4 X 3 SDS @ 3 OC ,_
<br /> L MNJ >
<br /> SHEAR WALL - EN -� I SHEAR TRANSFER 'D' - - USE GALVANIZED PLATE WASHER 1/4x3x3 HDU HOLDOWN COSHEATHING SW2-2 N/A EN W Q
<br /> SHEAR WALL - NAILS @TREATED ``-' @ SHEAR WALL ``� PER PLAN N W
<br /> SHEATHING Plan View:
<br /> NOTE: Typical Shear Wall Intersections PLATES ANCHOR BOLTS, TYP
<br /> Elevation View 1. 3" FOR SDS SCREWS, 1 1/2" FOR 16d NAILS Project Information
<br /> Shear Wall Framing w/ Holdowns
<br /> 0 Alternative Built-up 2X Option at Abutting Panel Edge / Typical Shear Wall Intersections C
<br /> Project No. 18-098-01
<br /> Scale: 1 1/2" = 1'-0" \3 Scale: 3/4" = " Checked By BB
<br /> JOIST, RIM JOIST, OR BLKG. EDGE NAILING OR
<br /> USE 1 1/4" LSL RIM, UNO BOUNDARY NAILING, TYP
<br /> ROUGH WINDOW SILL MINIMUM FASTENING SCHEDULE (UNO)(PER IBC 2012, TABLE 2304.10.01) 1, Issue
<br /> 16d @ 12" OC INTO JOIST,
<br /> Horiz Rough 1 Number of End Attachment Reference RIM JOIST OR BLKG PERMIT SET 12/21/2018
<br /> Opening Sills Req'd NO. CONNECTION NAILING, LOCATION (UNO) FILL SOLID W/STUDS
<br /> 0' 0" to 6' 0" 1 (2) 16d END NAILS 5/56.01 OR BLOCKS, TYP /7- FLOOR SHTG. SEE 3\ CITY RESPONSE#1 03/29/2019
<br /> 1 BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMING ABOVE (3) 8d, TOENAIL EACH END PLAN FOR NAILING
<br /> (2) 16d END NAILS I
<br /> 2 BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES NOT AT THE WALL TOP PLATE,TO RAFTER OR TRUSS (2)8d,TOENAIL EACH END
<br /> > 6' 4' - 0" SPLICE, UNO /- JOINT @ STUD, TYP
<br /> SILL 3 FLAT BLOCKING TO TRUSS AND WEB FILLER 16d FACE NAIL UPPER JOINT @ SPLICE, TYP '� I I I j (PLATES, UNO2)2x WALL TOP
<br /> 4 JOISTS TO TOP PLATE OR GIRDER (3)8d,TOENAIL , I , I I I I F 1
<br /> HEADER END NAILING 5 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS(NO THRUST) (3) 16d
<br /> HEADER SIZE o 16d@12" PLATE NAILING 16d@12" OC TOENAIL
<br /> 6 COLLAR TIE TO JOIST/RAFTER (3) 10d 7w
<br /> NOMINAL END PER PLAN = AWAY FROM SPLICE,TYP RIM JOIST TO WALL
<br /> DEPTH ATTACHMENT 7 ROOF TRUSS TO TOP PLATE (3) 10d, TOENAIL W w PLATES, TYP UNO
<br /> 4 (4) 16d 8 ROOF JOIST/RAFTER TO RIDGE VALLEY OR HIP RAFTERS;OR ROOF RAFTER TO 2" RIDGE BEAM (2) 16d, END NAIL - o F w
<br /> W F.,6 (6) 16d 9 STUD TO STUD(NOT AT SHEAR WALLS) 16d @ 24" O.C., FACE NAIL _ z _
<br /> 8 (8) 16d 10 CONTINUOUS HEADER TO STUD (4) 8d,TOENAIL 7' Q ,
<br /> 10 (10) 16d z - STUD HEADER ADD STUDS FOR EQUAL
<br /> 16d @24" 11 TOP PLATE TO TOP PLATE,AT END JOINTS (8) 16d, EACH SIDE OF END JOINT, FACE NAIL(MINIMUM 24" LAP SPLICE LENGTH EACH SIDE OF END JOINT) \� WINDOW `, OR GREATER WIDTH
<br /> 12 (12) 16d Z STAGGERED OPENING 16d @ 12" OC TYP WHERE MULTIPLE STUDS
<br /> 12 SILL PLATE TO JOIST, RIM JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d @ 16" O.C., FACE NAIL Department Approval
<br /> 14 (14) 16d @ALL KINGS &TRIMMERS .. OR POSTS ABOVE, TYP
<br /> �� 13 SILL PLATE TO JOIST, RIM JOIST OR BLOCKING AT BRACED WALL PANELS (3) 16d @ 16" O.C., FACE NAIL KING STUDS
<br /> 16 (16) 16d A\ A ♦ TRIMMERS TRIMMERS
<br /> 18 (18) 16d \�I\�I cc z 14 STUD TO SILL PLATE (4)8d,TOENAIL OR(2) 16d, END NAIL* SEE PLAN�,d, T SEE PLAN - "% PER PLAN 16d @ 12" OC TYP
<br /> /\/\I/\1 a g 15 TOP PLATE TO STUD (2) 16d, END NAIL ROUGH WINDOW (1) MIN @ MULT. STUDS
<br /> CITY OF EVERETT
<br /> v \I 16 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS (2) 16d, FACE NAIL L ' SILL SEE SCHED j REVIEWED FOR PERMIT
<br /> I 17 1" BRACE TO EACH STUD AND PLATE (2) 8d, FACE NAIL �'' �,
<br /> A35 WHERE REQ'D DOOR
<br /> 18 1"x 6" SHEATHING OR LESS TO EACH BEARING (2) 8d, FACE NAIL SEE SCHED OPENING
<br /> Section
<br /> 19 1"x 8"AND WIDER SHEATHING TO EACH BEARING (3)8d, FACE NAIL
<br /> (4x3 Grid) Header End Nailing 20 JOIST TO SILL,TOP PLATE OR GIRDER (3)8d,TOENAIL
<br /> Scale: 1 1/2" = 1'-0" 21 RIM JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d @ 6" O.C.,TOENAIL / 5/8"0 AB @ 48" OC &9" Sheet Title
<br /> / FROM ENDS OF PL. EMBED 7"
<br /> 22 1"x 6" SUBFLOOR OR LESS TO EACH JOIST (2)8d, FACE NAIL OR SLAB THICKNESS MINUS 1"
<br /> 23 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d, BLIND AND FACE NAIL STRUCTURAL
<br /> 24 2" PLANKS (PLANK&BEAM - FLOOR& ROOF) (2) 16d, EACH BEARING, FACE NAIL / \ ' / 2x TREATED PL, UNO WOOD DETAILS
<br /> 25 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d @ 32" O.C., FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND (2) 20d AT ENDS OF EACH SPLICE el \ b 1 fr/ CONCRETE
<br /> 26 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS (3) 16d, EACH JOIST OR RAFTER, FACE NAIL \- STUD SIZE &
<br /> 27 JOIST TO RIM JOIST (3) 16d, END NAIL SPACING PER PLAN ,
<br /> 28 BRIDGING OR BLOCKING TO JOIST (2) 8d, EACH END, TOENAIL 0 Typical Wall Framing Sheet Number
<br /> *USE (4) 16d END NAIL STUDS TO TOP AND SILL PLATES AT 2x10 STUDS
<br /> S6 •
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