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r O © 0 4 411 U O 8 ki Design Build Services, Inc (360) 193-9659 - Shear Wall Schedule - Rev 8b - 1/30/17 E END STUDSM PLATE NAILING A35/RBC1/2" ROOF SHEATHING, 10d N'ILS SHEATHING NAILING A.B. 67 (MIN) UNBLOCKED BLOCKED 12d ®TOP PL. SPACING "co TO TRUSSES © 10" O.C. G1-7 1/2" Sheetrock 5d Wallboard 07" o.c. (1) 2X4 1 Row 0 14" 3'-6"o.c. 1/2" ® 6' 100 125 Q) t 0l 11111 G1-4 1/2" Sheetrock 5d Wallboard ®4" o.c. (1) 2X4 1 Row 0 11" 3'-0"o.c. 1/2" ® 6' 125 150 0 01-4+ 5/8" Sheetrock 6d Wallboard 0 4" o.c. (1) 2X4 1 Row c' 9" 2'-6"o.c. 1/2" ® 6' 145 175 ' j • ROOF TRUSSES G2-7 1/2" Sheetrock 5d Wallboard 7" o.c. (1) 2X4 1 Row c 7" 1'-9"o.c. 1/2" 0 6' 200 250 - Q) in (2) ROWS 10d G2-4 1/2" Sheetrock Wallboard 04" o.c. 2-2X4/1-2X6 1 Row 0 5" 1'-5"o.c. 1/2" 0 4' 250 300 CD V - NA S © 6 O.C. 3/4" PLYWOOD LRP 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w/min. 4x Header 600 Lb TOTAL 0 6,1 TO OP PLATEREF 2'-0" or wider LATERAL RESTRAINT PANEL 515 Lb/ ft. 4:3 E 01 2X6 OR 2X8 BLOCK APA .Based on APA T20011-56 & Draft 156 dated June 17, 1994- higher values are allowed based on H.D. design. ALL WALLS BLOCKED W/ 12d NAILS © 6" ii TT-100 Edge Nailing HF Spacing HF TYP HF WIND U �di AMdII 2X4 NAILERS S1-6 7/16" OSB 8d ©6"o.c. or 16g Staple 04" 2-2X4/1-2X6 1 Row 07" 2'-0"o.c. 1/2" 0 6' 215 3007 F; 10d NAILS ® 6 O.C. S1-4 7/16" OSB 8d ©4"o.c. or 16g Staple @2.5"2 2X4/2X6 1 Row @5" 1 -5 o.c. 1/2" • 4' 310 434 11 U p c4 TO BTM CHORD S1-3 7/16" OSB 8d a3"o.c. 2-2X6/3-2X4 1 Row ®4" 1'-0"o.c. 5/8" ® 1.T 400 560 10d NAILS (§ 6" O.C. S1-2 7/16" OSB 10d ®2"o.c. 1-DF#2-4x4 2 Row 02.5" 8"o.c. 5/8" 2.5'" 544 763 ; .�Di f PLYWOOD TO 2X4 S1-2Ply5/8" Plywood 10d ©2"o.c. 1-DF#2-4x4 2 Row @2.5" 8"o.c. 5/8" 0 2.5'** 800 1120 I NAILER S2-6 7/16" OSB 8d 06"o.c. or 16g staple 04" 3-2x4/2-2x6 1 Row 03" 12"o.c. 5/8" ® 1.5' 430 600 ,(i) z ' Q) S2-4 7/16" OSB 8d 04"o.c. or 16g staple 02.5" 4-2x4/3-2x6 2 Row @5" 8"o.c. 5/8" 0 2.7'** 620 868 Q , 6 SHEAR WALL PER PLAN ALTERNATE S2-3 7/16" OSB 8d •3"o.c. 4-2x6/1-4x4 2 Row @3.5" 6"o.c. 5/8" 0 2'** 800 1120 n" z C0i A S 5/8" it ! N 01.3'** 1088 1525 S2-2 7/16" OSB 10d 02"o.c. 1-DF#2-4x6 2 Row 02" 4"o.c. r Hold Down Schedule - Simpson or Equal Tension Wind Seismic Cracked A35 A35 - Detail 4 in Simpson Catalog 600 600 lb 0 1.6 ' H1 H1 - Truss to top plate lateral 415 415 lb 0 1.6 TRUSS DIAPHRAM LSDTH8 LSDTH8/LSDTH8RJ-6" wall ®0.5"-12"+ f. outside corner1690 1220 Ib 0 1.6 LSDTH8 LSDTH8/LSDTHSRJ-8" wall ®0.5"-12"+ f. outside corner 2230 1610 Ib ® 1.6 - CD (INT. SHEAR WALL TO PARALLEL ROOF TRUSSES) LSDTHB LSDT1-18/LSDTH8RJ-8" wall 012"+ from corner 3115 2250 lb 0 1.6 Q STHD1O STHD1O/STHD1ORJ-6" wall 00.5"-15"+ f. outside corner 2050 1435 lb 0 1.6 STHD10 STHD10/STHD1ORJ-8" wall 60.5"-15"+ f. outside corner 3145 2175 lb 0 1.6 STHD10 STHD10/STHD1ORJ-8" wall @15"+ f. outside corner 4755 3400 lb c' 1.6 LL STHD14 STHD14/STHD14RJ-6" wall 00.5"-21"+ f. outside corner 3200 2685 lb 0 1.6 PLYWOOD EDGE /-2 - 2 x TOP PLATES STHD14 STHD14/STHD14RJ-8" wall 00.5"-21"+ f. outside corner 4165 3500 lb 0 1.6 I I NAILING (TYP.) \ STHD14 STHD14/STHD14RJ-8" wall 021"+ from corner 5345 3815 lb 0 1.6 . i•"-' = 2 X MIN. BLOCKING HDU5 HDU5 w/ 5/8" SSTB24 6" Wall Min 5" from Endwall 4470 3325 lb A.B./DF ,I�) �� AT PLYWOOD HDU5 HDU5 w/ 5/8" SSTB24 6" Wall Min 42" from Endwall 5025 3740 lb A.B./DF PLYWOOD FIELD UNSUPPORTED HDU8 HDU8 w/ 7/8" SSTB28 8" Wall Min 5" from Endwall 7615 6395 lb A.B./DF ' t EDGES (SEElb w-4.5DF N NAILING (TYP.) t - I.I- SCHEDUE NOTES) HDU8 HDU8 w/ 7/8" SSTB28 8" Wall Min 50" from Endwall 7870 7870 1 o►--1■ r��1 ST24 ST 6224 to loist - MST37 w/ rim 2540 2540 lb 0 1.60 L�_I 2 X MIN. SOLID - - r - 2-2x OR 4x ST36 ST 6236 to joist - MST 48 w/ rim 3695 3695 lb c 1.60 H BLOCKING AT EDGE (MIN.) AT END ST60 MST60 0 rim 4830 4830 lb 0 1.60 NAILING AT SHEAR STUDS OR H.D. Q ALL OPENINGS g PER SCHEDULE ST72 MST72 no rim 6730 6730 lb 0 1.60 SEE SCHEDULE COLUMN 4 - END NOTES: Based on 2015 IBC and Industry Standards assume HF for wood material u.n.o. -I NOTES) STUDS xl-x wall is sheeted on one side. x2-x is sheeted both sides. Hold-downs are based on 2011 Simpson HemFir Values UNO. Toenail use 0 rim to top plate requires 20% NAILING AT more nails than plate nailing values given 0 top plate. Toenails 0 01-7/4 only. Nails to be: 8D 0.131x2.5" 10D 0.148x3"12D 0.148x3.25 16D 0.135"x3.5" EDGE EDNAOD EDGES Per AFPA SDPWS H:W ratio 2:1 max for sheetrock walls. All sheetrock wall sections w/H:W ratio of 1.5:1 to be blocked. Sheetrock walls not allowed in seismic zone E. Anchor bolts for Hold downs are to be A307 bolts or threaded rod with 2 nuts(jammed). Min. Embedment length to be 12'in the footing. Simpson SSTB bolts can be > subsituted per the Catalog call-outs. Rebar is to be within 2' above and to the side of the head of the bolt and Simpson Strap Hold-downs. r Gypsum Wall Nailing is for all supporting members&wall to be unblocked unless noted otherwise. All 0SB/Plywd walls to be blocked and have Min field nailing 0 12' o.c. if :-.1 panels are over a"thick or stud spacing less than 24' o.c.. *A35 0 top plate only required if Rim Joist is flush with Sheathing or 0 interior wall &cannot be toe-naled. **3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the plate. If spliced as ran double rim required for 11/2" nail penetration. Note mudsll shear 16can be different than the wall above, see calculation summary sheetAll walls with shears over 350#/ft require 3x studs or blocking at panel joints. Double studs can be substituted when nailed together at shear wall nailing with 10d nails. - All anchor bolt spacing between 350j/ft and 600g/ft has been reduced by 50%to allow use of 2x plate. If 3x plate is used bolt spacing can be doubled in these cases. �/\„.,..p) cia CAD TYPICAL SHEAR WALL NAILING ALL ANCHOR BOLTS ON SHEAR WALL LINES TO HAVE 3"X3"X0.229" WASHERS 2308.3.2, I" From Mudsill edge on side with / OSB/Plywood if shear over 200 PLF per SDPWS 4.3.6.4.3.. unless hold-downs provided at wall ends per exception. Sheet SI