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,; <br /> �. �'- <br /> STRUCTURAL <br /> _ ,�. ENGINEERING <br /> (8)16d (� 4"oc STAGGERED (2) 16d C� EA. STUD <br /> AT EACH SIDE OF SPLICE ELSEWHERE 2�24 Thircl a�enue-suite�oo-seattle,wa 9s12� <br /> TYP. DOUBLE TOP PLATE P� 206.443.6212 ssfengineers.com <br /> TOP CHORD SPLICE 9s4 sroaaWay- Ta�oma, wa 98402 <br /> p: 253.284.9470 ssfengineers.com . <br /> � . <br /> .....«.......... ...................«..».................... <br /> BOTTOM CHORD <br /> SPLICE <br /> 6 16d ' '� "`��'' ��� <br /> � ) - � <br /> YY, <br /> � � 31728 <br /> � � <br /> TYP. STUDS � BEAM OR HEADER �'��ON , <br /> I PER PLAN 01/18/2019 <br /> I <br /> � � � BEARING POST PER n N: <br /> — <br /> � 6'-0" min. BETWEEN SPLICES � � PLAN. PROVIDE (2� GFJ <br /> � � BRG. STUDS MIN. DRAwN: NHD <br /> WHERE NOT SPECIFIED <br /> �SPLICE TO OCCUR AT� i cxEcxED: GFJ <br /> OF VERT. STUD TYP. <br /> APPROVED: <br /> ABB <br /> 1 � � T ical To Plate S lice 3 T ical Header Su ort w/2 Bearin Studs � - <br /> YP P P YP PP g <br /> — <br /> REVISIONS: <br /> PANEL EDGE NAILING OF <br /> SHEARWALL BELOW <br /> PROVIDE 4x JOIST OR BLKG. <br /> C� SHEARWALLS ABOVE W/ EDGE (4)8d INTO <br /> BLOCKING NAILING CLOSER THAN 4 oc <br /> BTWN. JOISTS �� EA. BLOCK <br /> JOISTS PER PLAN <br /> TOP PLATE CONNECTION (1) JOIST BAY OF <br /> W/ A35'S 2x BLKG. C� 48"oc D� <br /> (2)16d TOE NAILS (2)16d TOE NAILS <br /> EA. JQIST PANEL EDGE NAILING EA. BLOCK <br /> -- SHEATHING PANEL JOINT <br /> 2x BLOCKING W/ PANEL EDGE NAILING 2x BLOCKING . <br /> BTWN. STUDS BOTTOM PLATE CONNEGTION BTWN. STUDS . <br /> PANEL EDGE NAILING � <br /> �� „ <br /> �, „ <br /> „ „ <br /> �; �� � <br /> �, <br /> � � <br /> PROJECT TITLE: <br /> Bearing Wall NOTE: Non-Bearing Wall <br /> SEE SHEARWALL SCHEDULE FOR ALL NAILING AND Wa Iden Pond <br /> ; CONNECTIONS, NOT OTHERWISE NOTED . <br /> � <br /> 9900 i2th Avenue West <br /> I � 6 T ical Shearwall Construction $ Everett, WA 98204 <br /> yp <br /> Shearwall Schedule o 0 0 0 0 0 — <br /> SAWN OR MFR. l6d NAILING ARCHITECT: <br /> LUMBER. 2x MIN. PER SCHEDULE Panel Edge Top Plate Connection Base Plate Connection Innovative Desi n Works <br /> HOLDOWN POST SEE NOTES FOR Mark Sheathing Nailing � if TJI if Wood 9 at Wood 10 at Concrete 19101 36th Ave Wes9t, Suite 202 <br /> PER SCHEDULE EDGE NAIL PER ADDITIONAL 2x NAILER <br /> n tf u n n �e i� <br /> � SW SCHEDULE n �� W6 15/32 CDX PLYWOOD 8d � 6 oc 16d � 6 oc A35 � 24 oc 16d � 6 oc 5/s � A.B. C� 48 oc Lynnwood, WA 98036 <br /> I I REQUIREMENTS 1/2 MAX. TO PH 425.361.1901 � <br /> I I EDGE OF 85 W4 15/32" CDX PLYWOOD 8d � 4"oc 16d � 4"oc A35 � 16"oc (2)rows 16d � 6"oc 5/s"� A.B. (� 32"oc <br /> HDU HOLDOWN 16d NAILING � <br /> I FRAMING CONT. - ' <br /> I I WHERE OCCURS PER SCHEDULE WASHER W3� 15/32" CDX PLYWOOD 8d C� 3"oc (2)rows l6d C� 4"oc A35 (� 12°oc (2)rows 16d � 6"oc 5/8"� A.B. (� 24"oc <br /> SHEARWALL PER PLAN j j Detail A Detail C W2 OO 15/32" CDX PLYWOOD 8d C� 2"oc (2)rows 16d � 4"oc A35 C� 9"oc (2)rows 16d � 4"oc �' 5/s"� A.B. C� 16"oc ISSUE: <br /> � - - -u - - - <br /> OO BLOCK PANEL EDGES WITH 2x MIN. LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d � 12°0.�. PE RM IT <br /> a a ° a � � a <br /> ° a � j j; ° Q � a a EPDXY GROUT THRD. 3/8�� �/2H OO 8d NAILS SHALL BE 0.131"� x 2 1/2° (common) - 16d NAILS SHALL BE 0.135"� x 3 1/2" (box) � <br /> (E) F O U N D A T I O N : aa a ;I� ° a a ROD PER SCHEDULE min typ. 0 EMBED ANCHOR BOLTS AT LEAST 7". EXPANSION BOLTS MAY BE SUBSTITUTED FOR ANCHOR BOLTS WITH 4" EMBEDMENT. TITEN HD SCREW ANCHORS SHEETTITLE: <br /> a a �UJ a ° � � MAY BE SUBSTITUTED FOR ANCHOR BOLTS W/ 4" EMBEDMENT. ALL BOLTS SHALL HAVE 3" x 3" x 1/4" MIN. PLATE WASHERS. PLATE WASHERS SHALL <br /> � � • EXTEND TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. SEE DETAIL C. T�1�J1Ca� WOOC� . <br /> �PLYWOOD � 3x STUDS OR DOUBLE STUDS NAILED TOGETHER W/ BASE PLATE NAILING ARE REQUIRED AT ABUTTING PANEL EDGES OF W3 AND W2. FraI11111g D2ta11S <br /> EDGE NAILING N � SEE DETAIL B. WHERE 3x STUDS ARE USED FOR W2, STAGGER NAILS AT ADJOINING PANEL EDGES. <br /> Holdown Schedule j EDGE � <br /> OVER EA. STUD � � � I <br /> Plan Thrd. Epoxy Holdown Post OO � eq• � e9• O TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AND ALL END STUDS SHALL RECEIVE PANEL EDGE NAILING. � <br /> Screws — scA�E: <br /> Mark Rod Embed if 2x4 if 2x6 • � SEE PLANS AND HO�DOWN SCHEDULE FOR ALTERNATE REQUIREMENTS. 3/4" = 1'-0" U.N.O. <br /> 16d NAILING , I <br /> HDU4-SDS2.5 10 SDS � 4"x2� 2" 5 " " PER SCHEDULE OO ALL EXTERIOR WALLS SHALL BE W6, UNLESS NOTED OTHERWISE. DATE: <br /> ( ) / / /s � 12 4x4 4x6 ' <br /> )anuary 18, 2019 <br /> ' OO 7/16" O.S.B. MAY BE SUBSITUTED FOR 15/32" CDX. PROJECT N0: <br /> HDU8-SDS2.5 (20)SDS �/4"x2�/2" �/s"� 18" 4x8 6x6 Detad B • 12074-2018-01 <br /> PLAN VIEW AT ABUTTING PANEL OO LTP4's (HORIZIONTAL ORIENTATION) W/ 8d COMMON MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. SHEEf NO: <br /> �1 MINIMUM SIZE OF POST AT END OF WALL UNLESS OTNERWISE EDGES OF W3 & W2 R�M OO A 2x NAILER ATTACHED W/ BASE PLATE NAILING PER DETAIL A MAY BE SUBSTITUTED FOR A35's AT CONTRACTORS OPTION. <br /> NOTED ON FRAMING PLANS. Detail D to AT MULTI-ROW NAILING, MINIMUM OFFSET BETWEEN ROWS AND ROW SPACING 1/2", SEE DETAIL D. , <br /> 1 >> PROVIDE (3) ROWS 16d (� 6"oc AT LVL RIMS. 1 • <br /> 9 T ical HDU Holdown 10 Shearwall Schedule - Sheathed One Side 12 <br /> yp ( ) <br />