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A I B I C I D I E F I G I H I I K
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<br /> SHEAR WALL SCHEDULE(DOUG FIR FRAMING)
<br /> ` H GENERAL CONTRACTOR TO VERIFY RIM PLACEMENT WITH JOIST HANGER LAYOUT Nailing Framing Shear Transfer - Capacity(ASD)
<br /> I- Sheathing Min Stud (A) I -
<br /> It.
<br /> (15/32' (EN) &Blkg at Sill Top Sill PI to (B) (Q (D) (E)
<br /> L 1 ll Ill LY Mark PI ood) Ede Field Panel Ed es Plate Plates Concrete Rim/JoisVBlk to To PII Sill PI To Rlm/Joist/Blk RIM Below SHI PI Shearwall Intersections Seismic Wind
<br /> to (11 Row of Plate Nailing Ql Rows of Plate Ns'lina f31 Rows of Plate Na'lina (41 Rows of Plate Nallina SW6 (1)Side lOd @ 6" 10d @ 12'. 2x 2x 12)2x 5/8"0 Anchor Bolt A35 @ 26•or I 16d @ 4•or I 16d @ 4'or 310 pit 435 pit
<br /> _ 777•••--- @ ch LTP4 @ 20" I 1/4.0 z 6"SDS screw @ 14" 1/4"0 x 6"SDS It
<br /> @ 13• Helix
<br /> - - X x x'X SVyq 1 @ (2)2x 5/8"0 Anchor Bolt A35 @ 18"or (2)Rows 16d @ 6'or tl or 1 460 plf 645 pit
<br /> iJ lu OSide tOd @ a•' 10d 12' 3x 2z 2)ROWS 16d @ 6'or@27" LTP4@13' 1/4°0x6"SDS screw@9' 1/4'0x6"SDS screw@e• groupX !x x x X x S/8'0Anchor Bolt A35 @ 13^or SW3 (1)Side tOd @ 3" 10d @ 12' 3x 2x (2)2x 12)Rmvs l6d @ 5"or (1)ROWS lEd @ S"or(3)16d@9'OC 6 H @ 21' LTP4 @ 10" I 1/ro x 6"SDS screw @ 7' IIorI1/4'0 x 6'SDS screw QO6" 600 Plf 840 plfX x 1 x XX S X X xx x r1
<br /> L
<br /> �-(1)ROW AT CENTER f (1)ROW AT CENTER X X i x x
<br /> X
<br /> OF 2x RIM OF EA 2x RIM
<br /> x xx
<br /> (3)ROWS (4)ROWS MIF.FIC•W INSTMAE OF ARCHPECTS
<br /> X -STAGGE.RED IN 4x STAGGERED IN 4x
<br /> SH n wA c H D rL Noi e• SPLICE LOCATION MID LENGTH OF WALL BETWEEN OPENINGS,UNO
<br /> 1. In addition to lraming requirements of 7/5600,provide framing at shear walls as indicted. DO NOT SPLICE RIM OVER OPENING
<br /> C x x I G X x 2. See schedule for sheathing and nailing requirements.Lumber grade as indicated or better, I �(.
<br /> •- O Stagger paneljoint each side of wall where sheathing Is required bath sides of wall. I l.
<br /> G
<br /> 5, I
<br /> q 'k- X J W x Z w X I ¢Qr 3. All framing members receiving edge nailing from abutting STRAP TYPE I•Lt i I - !I
<br /> ItE indicated.In lieu of 3x studs,built-u studs shown in S600 may be substituted. I+' I„ HOEDOWN PER PLAN r
<br /> U' O -x 2 S 1 M= X X 9 9 9 9 g panel edges shall not be less than sizes
<br /> 1 ORIENT LTP r�
<br /> Z"' 4z v�i tt4 -(31 16d @ 9'OC g ! HORIZONTALLY 3-� (3)16a�9"oc p '� y - L -� --- ---� ---li �Ii'I 't
<br /> i w W x �u X� a x x 4. Block all panel edges. _ -RIM PER SHEAR
<br /> JI S. Nail sizes per nail size table.Drive all nails flush with face of sheathing.Tolerance t 1/16'to•0. �
<br /> g n"''- X g n X Ti, x x Stagger nailing where necessary to prevent splitting of lumber. ''•I SHEAR TRANSFER'B'- I I
<br /> SHEAR TRANSFEIII \ I 1 / TRANSFER'D'
<br /> (1)ROW AT CENTER OF 6. Plates on concrete shall be heated.See general notes.
<br /> X x x 1-3/4"LSL RIM X X 7. Connect sheathing&studs at shear wall intersections as indicated. -- i, _ _ - HELIX DESIGN GROUP,INC
<br /> e Ili ROW AT CENTER R)ROWS,STAGGERED 8. The plans and sections shown here schematically demonstrate the -- -
<br /> IN1-3/4'LSLRIM Y typical connection designed by ---n-'rr1111-.-fT•;, -=-'IT
<br /> C OF 1 1/2'LSL RIM •-(2)ROWS,STAGGERED -2)ROWS,STAGGERED {� the Engineer of Record.Alternate connections must be approved in writingb the Engineer prior
<br /> I) _ I• III j•I - I I
<br /> IN 1-3/4"LSL RIM X IN 1-3/4'LSL RIM X X to construction Y 9 P 1'1 III I ;• I r1
<br /> (2)ROWS,STAGGERED I! I I! I! III I I I I I 1 I rt'll I III!! I I
<br /> x XI X IN 1-3/4 J JIII �UND
<br /> TYP RIM SPLICE
<br /> TYPICAL NAIL LENGTH TABLE .__/ I•I, I 11 I I rl I•I - +l ldl l III i l �
<br /> PER S/S601 I E I r I I I I I la. I I I IJJI I I I� I f "'
<br /> Typical Sill Plate to Rim/Joist/Blocking Nailing Typical -• jIII 111it !I NOTE 4 ` 'OPSAHL
<br /> Nail Sin Nail Diameter -- I II 17 II I --_U -
<br /> Length(LINO)
<br /> 0 Scale: 1 1/2"=1'-0" I I Ill IIII' . I
<br /> _6d Common 0.113'0 2" _ (I I WINDOW I I a W N I I'I ` DOOR rrl!.I I11€ SHEATHING
<br /> SHEAR WALL SHEAR WAI.L PANEL EDGE 8d Common 0.131*0 2 112" OPENING = OPENING �- - PANELS PER SCHED 1201 Rtst Avenue South,Suite 310
<br /> 11 I I' I I I z< I I 11' M Ili 1111' I Seattle,Washington 9B 134
<br /> SHEATHING NAILING PER 4/5600 1'I 11 f I'I?n l' 1� EDGE NAIL SW wr1 - 111'1 !� 206.402.5156 www.lundopsahl.rom 10d common 0.14E"0 21/4" I! I I I I I ii I I.I SHEATHING TO ALL III I W l i
<br /> 16d Sinker 0.148'0 31/4` PARTY WALL If II,SHEAR TRANSFER'A'-,1'II II_ HOEDOWN STUDS rI ILL IIII _II
<br /> t i-m (USE FOR LEDGER
<br /> 1 I II SHEAR TRANSFER.11 19 II• BOLTING 0 CONC II 11 rl (I 1 11' IIj11 p'I
<br /> I I I I I'1 ITII I I IJ 111 11 YIN PAI.r
<br /> I� 3z @ SW2&HEAVIER 11 )! STEMWALU { 11 I I I HOEDOWN fi 1 I!l l 11 a�O nt w'Asy,�07
<br /> \ I II �i -! _ -'--c - I -1'I I'I:.I'1 STUDS PER PLAN H411 I I I•I
<br /> STUD FASTENING I I I I j( L). Lul l I IJ.I 1I - z
<br /> Plan.3(ieta\, PER TABLE A l I ,
<br /> I, fill Ir IIII 11 IJ, 1,1,111 III"
<br /> SHEAR WALL PANEL EDGE i CORRIDOR WAIL J EN I'1 III) h( I I 1 I Iy I`I R)ROWS 16d @ B" r fa°tat o
<br /> NAILING PER 4/5600 SIMPSON BPS Pl.w/SLOTTED HOLE Plan vow- , EA HOEDOWN x.IT IT,
<br /> SEE ¢�
<br /> SEE /— II IIII I: fill''II II r va.c�
<br /> 112"MAX, II/ UNDER STD CUT WASHER&NUT; Staggered Stud Wall Intersections J STUD TO ADJACENT I°1 I I!I' I I yr
<br /> NOTE 1 - I I IIII I I I I I I 11 I I I I HoloowN STUD 11 II I I Il I i I I
<br /> 1" X X 1"MIN TABLEA TYP I II STAGGER BOLTS AT DOUBLE SIDED SHEAR.TRANSFER'E' H.
<br /> IIII H 'I IIIl•I li 1J•H )I),1 IH .,
<br /> Shear Wall [. a SHEAR WALLS — I' 11 1911 I I I IIII 11,' 1( I.I,111 Ill 1
<br /> Mark Stud Fastening - If 1OO 11 1202E
<br /> PANEL EDGE I II �--•ANCHORAGE PER I I JillI I I IIII. 11 - I I "STRAP TYPE HOLDOWN j 111 b Ill -
<br /> X X < SW4 (2)Rows 16d @ 4"OC - I SHEAR TRANSFER'A' 1.1 111 I 1.1 IIII la I•I PER PLAN 117Fr1 1111 hl
<br /> _ 7 1/2"fAlt)-, ,�1 1/2'MIN ,r EN
<br /> NAILING o z SW3 (3)Rows t6d @ 41/2"a< h\_ EN if. If 1111 11 - - fill 11. I I rill 1 I rl 1 1 I
<br /> O O DOUBLE SIDED SHEATHING _ I_ -tr'-
<br /> X x t^ if
<br /> SW2 (2)Rows 1/4'0 x 3'SOS @ 41/2"OC WHERE OCCURS i V !
<br /> SHEAR WALL SW3-2 (2)Rows 1/4"0 x 3"SDS @ 3'OC Plan Plate ! USE GALVANIZED NAILS BPS BRG PL 1/4'x 3"x 0'-3"-/ HOU HOEDOWN u
<br /> SHEATHING Typical Bottom Plate Anchorage EN 1 SHEAR TRANSFERE' @TREATED PLATES @SHEAR WALL ANCHOR PER PLAN 6
<br /> SW2-2 N/A SHEAR WALL---J EN
<br /> f'IOle: SHEATHING Ia1xn Vit•w
<br /> BOLTS,TYP
<br /> Elevation Vew 1. 3'for SDS screws,1-1/2'for 16d nails.
<br /> Typical shear wan Intersections 4 Shear Wall Framing w/ Holdowns
<br /> Z Alternative Built-up 2x Option at Abutting Panel Edge , T ical Shear Wall Intersections &Anchorage Requirements JOIST,RIM JOIST,OR BLKG. EDGE NAILING OR
<br /> Scale: 1 1/2"=1' Scale:Scale: 3/4'=1'-0" USE 1 1/2"LSL RIM,LINO BOUNDARY NAILING,TYP
<br /> 16d @ 1 z"oc INTO JOIST,
<br /> MINIMUM FASTENING SCHEDULE(UNO)(PER IBC 2015,TABLE 2304.10.01) FILL SOLID W/STUDS I RIM JOIST OR BLKG
<br /> No. connection Nailing,Location UNO OR BLOCKS,TYP 1 FLOOR SHEATHING;SEE
<br /> 1 Blocking betweenjoist/rafter or trusses to top plate or other framing above (3)ad,toenail each end PLAN FOR NAILING
<br /> _..._._....._.ocki--__................_.___ _.__._....._._-.---____... I I � STRUCTURAL
<br /> ........_...______._._.__-__________ .__.__._......_-_ (3)ROWS OF(6)16d EA SIDE OF '7
<br /> 2 Blocking betvreenjoisVrafter ar Vusset not at the wall top plate,to ratter ar huss (2)8d,toenail each end 4'-0"SPLICE LINO I I -�JOINT @�STUD,TYP 1 /
<br /> UPPER JOINT@SPLICE,TYP I I (2)2z WALL TOP WOOD DETAILS
<br /> ROUGH WINDOW SILL SCHEDULE 3 Flat blocking totuss and web Eller 16d face nail PLATES,LINO
<br /> Horiz Rough Number at 4 Joists to top plate or girder (3)Bd,toenail
<br /> Opening Sills Re d End Attachment Reference 1
<br /> q' 5 Ceilingjoisi not attached to parallel rafter,laps over partitions(no thrust) (3)16d I
<br /> HEADER SIZE
<br /> (2)16d end nails 7/S6.01 6 Collar tie to joisUrafter �)10d i 16d@12"PLATE NAILING.- t6d@12"OC TOENAIL
<br /> 0'-0"to G'-0" 1 � PER PLAN WAY FROM SPLICE,TYP I RIM/GIST TO WALL
<br /> . __._............_.__-...__.--------- __..� M o
<br /> (2)t6d end nails+ 7 Roof truss to top plate _____ (3)lOd,toenail O $ I PLATES,TYP LINO
<br /> >6'-0" 2 A0 each end 7/56.01 B Roofjolst/ratter to ridge valley or hip rafters;or roof rafter to 2'ridge beam 12)16d,end hall I
<br /> @ each sill 9 Stud to stud(not at shear walls) 16d @ 24"O.G.face nail ¢ „�, i 1!
<br /> 10 Continuous header to stud (4)Bd,toenail I ( I
<br /> T i e a I R o u q h Window S i I I S e h e d u I e 11 Top plate to top plate,at end joints (8)16d,Each side of end joint face nail(minimum 24'lap splice length X
<br /> WINDOW STUD HEADER ADD STUDS FOR EQUAL
<br /> I OR GREATER WIDTH O
<br /> rj each side of end joint) OPENING 16d @ 12.-OC TYP I I 8
<br /> _......-... ____._._.________-_._.__._._._.__.._._.____...._......__......-......_.--.______.__.__...-_.________ __.__..._.............._ .----- ._, I I f WHERE MULTIPLE STUDS
<br /> 12 Sill plate to Joist.rim joist or blocking(not at braced wall panels) 16d @ 16'OC face nail I @ ALL KINGS&TRIMMERS I f OR POSTS ABOVE TYP
<br /> I T 13 Sill Plate to joist Hinjolst or blocking at braced wall panels (3)16d @ 1S"OC,face nail I TRIMMERS s qNG STUD ��-TRIMMERS I r
<br /> 14 Stud to till plate (4)8d,toenail OR(2)16d,end nail• r SEE PLAN SEE PLAN PER PLAN i 16d @ 12"OC TYP
<br /> HEADER END NAILING SCHEDULE
<br /> 15 Top plate to stud I @ MULT.STUDS
<br /> 2)16d,end nail 1 -ROUGH WINDOW (1)MIN
<br /> Nominal Depth End Attachment 16 Top plates,laps at comers and intersections (2)16d,face nail , SILL SEE S/S6D0 REVISION DATE
<br /> 4 (4)16d 17 1"brace to each stud and plate (2)Bd,face nail I r\ 1
<br /> 18 1"x 6'sheathln or less to each bearing A35 WHERE REg1) DOOR !
<br /> 6 (6)16d l6d @24" —,.- �__- 9�— 9 (2)Bd,face nail I SEE SCHED OPENING
<br /> B (8)16d STAGGERED 19 1"x 8'and wider sheathing to each bearing (3)ad,face nail I
<br /> Zo Joist to sill,top plate or girder (3)8d,toenail
<br /> 10 (10)16d
<br /> I f
<br /> 12 (12)16d
<br /> 21 Rim joist.or blocking to top plate,sill or other framing below Bill @ 6"OC,toenail 5(B'0 A8 @ 48"OC&9'I
<br /> 14 (14)16d V I U I 22 1"x 6'sublloor or less to eachjoist (2)Bd,face nail I FROM ENDS OF PL EMBED T
<br /> 16 1 16d J n I n 82"subfloor tojoiri or girder (2)16d,blind and face nail
<br /> (6) £ OR SLAB THICKNESS MINUS 1"
<br /> 18 (16)16d n 24 7"planks(plank&beam-floor&roof) (2)16d,each bearing,face nail
<br /> /
<br /> o 25 Built-up girders and bw bottom staggered on opposite s 2x TREATED PL,LINO DA1E JOB NO.
<br /> ms,2'lumber layers 20d @ 32"OC,face nail at lop and bottd iides i- f 10/14/2022 22-133.01
<br /> and(2)20d at ends and at each splice -CONCRETE
<br /> Section Z c 1
<br /> 26 Ledger strip supportingjoists or rafters STUD SIZE&
<br /> 2 o (3)16d,each joist or alter,face nail -
<br /> 0= 27 Joist to rim joist (3)16d,end nail SPACING PER PLAN
<br /> Header End N a i I i n q 28 Bridging or blocking to Joist (2)Bd,each end,toenail
<br /> V -Use(4)16d end mall studs to top and sill plates at 200 studs -7 Typical Wall Framing
<br /> 0 S600
<br /> DRAWING NO.
<br /> HEUX DESIGN GROUP,INC.:ai.,Nr
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