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HomeMy WebLinkAboutX2019-1857 - Calcsr'r Z' SHEAR WALL SCHEDULE --- CBC2016 (see legend and notes) _ P_ MATERIAL B.S. BLOCK NAIL EDGE FIELD TOP PLATE NAILING SILL NAILING SILL BOLTING ALLOW _ 5 112" GYM BD. btl 7" O.C. 7" O.C. A35 Q 48" O.C. 16d 16" O.C. 5/8".0 A.B. 6'-0" O.C. 30 PLF 7 2 _ 5!8" GYM BD. 6d 7" O.C. T' O.C. A35 @ 48" O.C. 16d 0 16" O.C. 5/8" OA.B. 0 &-#' O.C. 30 PLF 2 3 718 STUCCO 16 a x 718" 6" O.C. 6" O.C. A35 @ 30" O.C. 2.164 @ 16" O.C. 518"A A.B. @ 6'-0" D.C. 90 PLF 3 4 _ 318" PLYWD YES 8d 6" O.C. 12" O.C. A35 24" O.C. 2.164 16" O.C. 5/8" A.B. 4'-0" O.C. __ 220 PLF 4 5 -- --- 318" PLYWD YES 8d 4" O.C. 12" O.C. A35 @ 20" O.C. 3-16d @ 16" O.C. 500A.B. ® 3'-8" O.C. 320 PLF b 6 3W PLYWD "`YES 8d 3" O.C. 17' O.C. A36 0 16" O.C. 2-1/4"0 W.S. 16" O.C. 618"fd A.B. ® 3'-0" O.C. 410 PLF.1­6 7 — 3l8" PLYWD"` YES_ 8d 2" O.C. 17O.C. A35 ®17' O.C. 3-114"10 W.S. 18" O.C. 6!e" 0 A.B. 0 2'-6" O.C. 530 PLF 7 8 9 117' PLYWD YES _ 10tl 6" O.C. 17' O.C. A35@ 20" O.C. 3.16d 0 16" O.C. 5/8" AB.3'-00" O.C. 112" PLVW'D "` YES I& 4" O.C. 1 17' O.C. I A35 @ 15" O.C. 2-114"10 W.S. 16" O.C. 618" A.B. 3'-0"O. 310 PLF 460 PLF 1- 8 _ 9 10 112" PLYWD "` YES 10d W O.C. 17O.C. A35 L 9" O.C. 3.1/4"l6' W.S.&W O.C. 518'$1 A.B. 0 2'-G' O.C. 600 PLF 10 11 VT PLYWD " YES tOd 2" O.C. 12" O.C. A35 8" O.C. 3-1!4"10 W.S. 16" O.C. lift AB. 2'-0" O.C. 770 PLF 11 12 112" PLYWD " YES YES 10d 4" O.C. 12 O.C. T' O.C. 41/4'!0 W.S. 16" O.C. 5/8"O A.B. O.C. 920 PLF 112 13 _A35 VE"PLYWD" YES YES 10tl 3"O.C. 12"O.C. A36 6"O.C. 5-1/4': W.S. 16"O.C. b/8"F A.B. 1'-3"O.C. 1200PLF 13 14 1/2" PLY2W15" YES YES 10d 7' O.C. 12" O.G. A3508" O.C. B,5. 5.114"0 W.S. 16"O.C. 5/$",0 A.B. ®1'-0" O.C. 1640PLF 14 _15— _ 16 Simpson Strongwall with OSB panel ([cc-esr#2207) or SSW (Iccesr#1679). All installations and details per Simpson recammendafions 5L end: Legend: PLYWD : Indicates COX or OSB plywood. It shall have an approved ICC report. indicates 3 X framing or thicker required for all plywood edge nailing and sill plate except double top plate. Nails shall be placed not less than 3/8" from plywood panel edge and staggered. Special inspection is required B.S. :Indicates bothsides. Plywood shall be applied on bothsides of a wall. OrA35 applied on bothsides of 3x member _ W.S._ : Indicates wood screw — Use Simpson SDS1/4X6 (6" long) 3" min spacing and end 0.625" min. edge. A.B. :Indicates anchor bolt (A307)=It shall be ZMAX (G185 ASTM A663) or Hot -Dip Galvanized (ASTM A123). and required 7" minimum embedment into foundation concrete footing. A35 : Indicates Simpson forming anchor A36. It may be substlluled by Simpson LTP5. Notes: --- — ---- - 1. Nails for plywood and sill plate to be common nail. Nails at pressure treated plate shall be galvanized commond. 2. Provide solid blocking at pl edge._ -- _ 3. Nails and stapplea shall ddven at all studs, plates, and blocking. 4. Provide edge nailing to studs and sts at holdown loeadons. S. Use 2 X studs (Douglas -fir larch) @ 16" O C at all shear walls unless otherwise noted. _ _ 6. All anchor bolts required approved 3"X3"X114" thickness plate washer under each nut. _ 7 i/2" COX plywood or approved equal shall be 4 ply plywood minimum. 8. There shall be a minimum 2 bolts per piece of shear wall with ono bolt located not more than 12 inches or less than 5 inches from each __ _ end of the piece of shear wall. -- 9. Where anchor bolt Is missing, provide b/8" t3 simpson TITEN HD (Icc#2713) and insert minimum 7" into concrete. 10. Type 13 and 14 shearwall above shall be provided 3x member dm joist or blacking between floors. SDS screw shall be staggered _ — with 1" between rows__ _ -- D&1 Structural Consulting Inc. 14271 Jeffrey Rd. #245 Irvine, Ca 92620 Tel:(949) 497-6810 Projmt: Job #: Gnginmr. Date: Shoot #- of IF M