26 81ST ST SW 2019 Plans 2022-12-02

Shearwall Schedules©©©©© 16d NAILING Panel Edge Top Plate Connection Base Plate Connection JPJONES (8)16d @ 4"oc STAGGERED (2) 16d ® EA. STUD TYP. DOUBLE TOP PLATE SAWN OR MFR. IPER SCHEDULEMark Sheathing Nailing if TJI if Woodg at Wood 11 at ConcreteENGINEERING AT EACH SIDE OF SPLICE ELSEWHERE / LUMBER. 2x MIN. sSEE NOTES FOR W6 15/32" CDX PLYWOOD 8d ® 6"oc 16d 6"oc A35 24"oc (2)rows 16d ® 6"oc 5/8"0 A.B. 48"oc 711 Saint Helens Ave — Suite 208 ADDITIONAL �=� 2x NAILER NI Tacoma, WA TOP CHORD SPLICE REQUIREMENTS ► W4 15/32" CDX PLYWOOD 8d © 4"oc 16d ® 4"oc A35 ® 16"oc (2)rows 16d ® 4"oc© 5/8"0 A.B. ® 32"oc p: 253.448.7331 jpjonesengineering.corn 1 2" MAX. TOI W3® 15/32" CDX PLYWOOD 8d ® 3"oc (2)rows 16d ® 4"oc A35 ® 12"oc (2)rows 16d ® 4"oc© 5/8"� A.B. 24"ocMEE / T T -(- - - - - - - - ( 16d NAILING /1 l y11111111��1■■�■11� A35 (at exterior walls only) I EDGE OF " " " » »� ® 6» PER SCHEDULE W2® 15/32 CDX PLYWOOD 8d ® 2 oc (2)rows 16d 4 oc A35 9 oc (3)rows 16d ® 4 oc 5/8 A B 1 oc OMIT ® HEADERS < 6'-0" Detail A WASHERN. PETER BOTTOM CHORD ti Detail C oO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d ® 12"o.c. 4 syN et, SPLICE (6)16d ip — • 02 8d NAILS SHALL BE 0.131 0 x 2 1/2" (common) — 16d NAILS SHALL BE 0.135 0 x 3 1/2" (box) t �, y © EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS -o TYP. STUDS — — " " W/ MAY BE SUBSTITUTED FOR ANCHOR BOLTS� 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL �'or. ,� ' '/STER G ,o `4v BEAM OR HEADER 3/8 1/2 EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON NE SIDE WITH SHEATHING. SEE DETAIL C. FSS/� I-*\ PER PLAN min t ONAI ® 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. _ WHERE OPENING IS LESS SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. // THAN 6'-0" PROVIDE • (1) BEARING STUD U.O.N. k PLYWOOD • I © TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. DRAWN: mann EDGE NAILING SEE PLANS AND HOLDOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. JPJ jr 6'-0" min. BETWEEN SPLICES OVER EA. STUD I EDGE I • DESIGN: l — eq. eq. © ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. JPJ • . oO 7/16" 0.S.B. MAY BE SUBSITUTED FOR 15/32"i)---SPLICE TO OCCUR AT 16d NAILING OF VERT. STUD TYP. PER SCHEDULE rii ® LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. I • - Detail B ® A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. Io AT MULTI-ROW NAILING, MINIMUM OFFSET BETWEEN ROW AND ROW SPACING 1/2", SEE DETAIL D. PLAN VIEW AT ABUTTING PANEL EDGES OF W3 & W2 RIM >> LVL RIMS PERMITTED AT "W6", "W4", & W3" ONLY. / Typical c a l TopPlate Splice Typical c a l Header Support o r t Detail D © PROVIDE (3) ROWS 16d 0 6"oc AT LVL RIMS. L YP P 1 YP PP 2 Shearwall Schedule REVISIONS: // HOLDOWN POST Ll CORNER BARS TO CORNER BARS TO PER SCHEDULE EDGE NAIL PER CORNER BARS TO MATCH CROSS WALL CORNER BARS TO MATCH CROSS WALL : 45.. , : ANCHOR BOLT, TYP. SW SCHEDULE MATCH EXTERIOR HORIZ. REINF. MATCH HORIZ. REINF. HORIZ. REINF. Corner HORIZ. REINF. (alt. hooks) ..— Installation , OUTER EDGE HDU HOLDOWN = FRAMING CONT. (Install with arrow a' • OF CONCRETE, TYP. WHERE OCCURS on top of the bolt ' oriented as shown) ' . �_24 • SHEARWALL PER PLAN —? „ f\ / c ••• \ - 7 \ 4 2-' ° .dip 2 -, ° . a -.° a SSTB PER SCHEDULE DPD: \ / CONT. #4 EA. SIDE OF 4 4Q 0—ADDITIONAL o TYP. CORNER \ ADDITIONAL / 0-- TYP. CORNER Non—Corner 135i/90°/45° ANCHOR BOLT 4 a t a VERT. BARS BARS: 24 VERT. BARS BARS: 24 Installation • a. N r ,F- (Bolt may be • ▪ •• �j .••' ° I installed 0 45• to ' 4 �tti• ° H o l d o w n Schedule 135• as shown) 45 \i,, 45 CROSS WALL — CROSS WALL , '• ••- • -•• ' Plan Anchor A.B. H o l d o w n Pose Mark Screws Bolt Embed if 2x4 if 2x6 // // // - // HDU2—SDS2.5 (6)SDS 1/4"x21/2" SSTB20 165/8" (2) 2x4 (2) 2x6 Corner •• , 135° Installation •• ' , a• • ••, HDU4—SDS2.5 (10)SDS 1/4"x21/2" SB5/8x24 18" 4x4 4x6 (Install with arrow N " " 18" on top of the bolt :` S I. HDU5—SDS2.5 (14)SDS 1/4 x21/2 SB5/8x24 4x4 4x6 Double Curtain Single Curtain • 9 oriented as shown) y - ' • • • • • Q HDU8-SDS2.5 (20)SDS 1/4"x21/2" SSTB28 242/8" 4x6 6x6 mem HDU11—SDS2.5 (30)SDS 1/4"x21/2" SB1x30 24" 4x8 6x6 PROJECT TITLE: O MINIMUM SIZE OF POST AT END OF WALL UNLESS OTHERWISE Vo Residence NOTED ON FRAMING PLANS. Typical c a I HDU. Holdown I d o w n Typical Corner Bars at Concrete Walls and Footings yp• 8 2681stStSW YP g Everett, WA 98203 MEE ARCHITECT: Strobl Design, LLC P.O. Box 20764 Seattle, WA 98102 PH 206.661.3633 WEI ISSUE: Permit SHEET TITLE: Details SCALE: 3/4" = V-0„ DATE: 10-10-2019 SHEET NO: CITY OF EVERETT REVIEWED FOR PERMIT 9 1 0 1 2 S J . I NO: OF SHEETS: