5412 1ST DR W 2019-05-22 - Laserfiche WebLink

1 4/1 4 0 0 0 40 Q_S.) 8 O Design Build Services, Inc (360)193-9659 - Shear Wall Schedule - Rev 8a - 7/2/2016 SHEATHING NAILING END STUDS PLATE NAILING A35/RBC 1/2" A.B. (MIN) 12d ©TOP PL. SPACING UNBLOCKED BLOCKED 01-7 1/2" Sheetrock 5d Wallboard @7" o.c. (1) 2X4 1 Row @ 14" 3'-6"o.c. 1/2" @ 6' 100 125 01-4 1/2" Sheetrock 5d Wallboard @4" o.c. (1) 2X4 1 Row @ 11" 3'-0"o.c. 1/2" @ 6' 125 150 G1-4+ 5/8" Sheetrock 6d Wallboard @ 4" o.c. (1) 2X4 1 Row @ 9" 2'-6"o.c. 1/2" @ 6' 145 175 G2-7 1/2" Sheetrock 5d Wallboard @ 7" o.c. (1) 2X4 1 Row @ 7" l'-9"o.c. 1/2" @ 6' 200 250 G2-4 1/2" Sheetrock Wallboard @4" o.c. 2-2X4/1-2X6 1 Row @ 5" 1'-5"o.c. 1/2" @ 4' 250 300 LRP 16" LATERAL RESTRAINT PANEL - Max Ratio 6:1 w/min. 4x Header 600 Lb TOTAL REF 2'-O" or wider LATERAL RESTRAINT PANEL 515 Lb/ ft. APA TT 100 Based on APA T20011-56 & Draft 156 dated June 17, 1994- higher values are allowed based on H.D. design. ALL WALLS BLOCKED Edge Nailing HF Spacing HF TYP HF WIND S1-6 7/16" OSB 8d @6"o.c. or 16g Staple @4" 2-2X4/1-2X6 1 Row @7" 2'-0"o.c. 1/2" @ 6' 215 300 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 S1-3 7/16" OSB 8d @3"o.c. 2-2X6/3-2X4 1 Row @4-" 1'-0"o.c. 5/8" © 1.7' 400 560 S1-2 7/16" OSB 10d @2"o.c. 1-DF#2-4x4 2 Row @2.5" 8"o.c. 5/8" @ 2.5'** 544 763 S2-6 7/16" OSB 8d ©6"o.c. or 16q staple @4" 3-2x4/2-2x6 1 Row @3" 12"o.c. 5/8" CO 1.5' 430 600 S2-4 7/16" OSB 8d @4"o.c. or 16g staple @2.5" 4-2x4/3-2x6 2 Row @5" 8"o.c. 5/8" @ 2.7'** 620 868 S2-3 7/16" OSB 8d 03"o.c. 4-2x6/1-4x4 2 Row @3.5" 6"o.c. 5/8" @ 2'** 800 1120 S2-2 7/16" OSB 10d @2"o.c. 1-DF#2-4x6 2 Row @2" 4"o.c. 5/8" @ 1.3'** 1088 1525 • Hold Down Schedule - Simpson or Equal Tension Wind Seismic Cracked A35 A35 - Detail 4 in Simpson Catalog 600 600 lb @ 1.6 H1 H1 - Truss to top plate lateral 415 415 lb @ 1.6 • LSDT1-18 LSDTH8/LSDTH8RJ-6" wall @0.5"-12"+ f. outside corner 1690 1220 lb @ 1.6 LSDTH8 LSDTH8/LSDTH8RJ-8" wall @0.5"-12"+ f. outside corner 2230 1610 lb @ 1.6 LSDTH8 LSDTHB/LSDTHSRJ-8" wall @12"+ from corner .3115 2250 lb @ 1.6 STHD10 STHD10/STHD1ORJ-6" wall @0.5"-15"+ f. outside corner 2050 1435 lb @ 1.6 STHD10 STHD10/STHD1ORJ-8" wall 00.5"-15"+ f. outside corner 3145 2175 lb @ 1.6 STHD10 S11-1D10/STHD1ORJ-8" wall @15"+ f. outside corner 4755 3400 lb @ 1.6 STHD14 STHD14/STHD14RJ-6" wall @0.5"-21"+ f. outside corner 3200 2685 lb @ 1.6 STHD14 STHD14/STHD14RJ-8" wall 00.5"-21"+ f. outside corner 4165 3500 lb @ 1.6 STHD14 S11-1D14/STHD14RJ-8" wall 021"+ from corner 5345 3815 lb @ 1.6 HDU5 HDU5 w/ 5/8" SSTB24 6" Wall Min 5" from Endwall 4470 3325 lb A.B./DF HDU5 HDU5 w/ 5/8" SSTB24 6" Wall Min 42" from Endwall • 5025 3740 lb A.B./DF HDU8 HDU8 w/ 7/8" SSTB28 8" Wall Min 5" from Endwall 7615 6395 lb A.B./DF HDU8 HDU8 w/ 7/8" SSTB28 8" Wall Min 50" from Endwall 7870 7870 lb w-4.5DF ST24 ST 6224 to foist - MST37 w/ rim 2540 2540 lb CO 1.60 ST36 ST 6236 to Joist - MST 48 w/ rim 3695 3695 lb @ 1.60 ST60 MST60 @ rim 4830 4830 lb @ 1.60 ST72 MST72 no rim 6730 6730 lb @ 1.60 NOTES: Based on 2015 IBC and Industry Standards assume HF for wood material u.n.o. xI-x wall is sheeted on one side. x2-x is sheeted both sides.Hold-downs are based on 2011 Simpson HemFlr Values UNO. Toenail use O<rim to top plate requires 20% more nails than plate nailing values given 0 top plate. Toenails 0 61-7/4 only. Nails to be: BD 0.131x2.5"10D 0.148x3"120 0.148x3.25 16D 0.135"x3.5" Per APPA 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 5518 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 Strop Hold-downs. Gypsum Wall Nailing is for all supporting members&wall to be unblocked unless noted otherwise. All OSB/Plywd walls to be blocked and have Min field nailing 0 12"o.c. if panels are over 1 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-nailed. **3x Mudsill Required. 3x wall plates are required if sheeting is spliced on the plate. If spliced on rim double rim required for 1 1/2"nail penetration. Note mudsill shear con be different than the wolf above,see calculation summary sheet. All walls with shears over 350#/ft require 3x studs or blocking of panel joints.Double studs can be substituted when nailed together at shear wall nailing with 10d nails. All anchor bolt spacing between 350f/ft and 600ff/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. ALL ANCHOR BOLTS ON SHEAR WALL LINES TO HAVE 3"X3"X0.229" WASHERS 2308.3.2, " 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. \10 1 1.(a J \---'