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8d @ 6"oc 2x4 BLKG w/(2)16d THRU TRUSS <br /> TOP CHORD EA.END. NAIL <br /> NOTCH TO LET (5)8d EA BLOCK FROM RR DESIG <br /> OUTRIGGER THRU 2x4 OUTRIGGERS SHEATHING <br /> LAID FLAT @24"ocEXT'G TRUSS OVERFRAME <br /> (6)16d THRU BLKG INTO BRACE R&R DESIGN LLC <br /> THRU TO REMAIN CRICKET _ RECTOR <br /> OUTRIGGER <br /> IL r« <br /> OUTRIGGER / 29"'82or°° <br /> EmalLpa"I� �dalga."m <br /> FASCIA _f <br /> ————————— A35 PER SHEARWALL <br /> SCHEDULE <br /> ----SL-OPE-PER---- <br /> ARCH <br /> GABLE END TRUSS PRE-FAB TRUSSES PER PLAN 8d @ 61,0c <br /> SHEATHING AND <br /> ATTACHMENT TO <br /> MATCH SHEARWALL WOOD TRUSS(OR <br /> BELOW SCISSOR TRUSS <br /> )PER PLAN <br /> A34 AT BRACE T FULL DEPTH H1 EA.RAFTER <br /> TOP PLATE BLOCKING BTWN <br /> TRUSSES <br /> HEADER/BEAM uj <br /> 2x4 BRACE(USE PER PLAN <br /> (2)2x4 WHERE v <br /> A35 PER SHEARWALL LENGTH EXCEEDS ext'g wall per <br /> SCHEDULE 6-0")@8'-0"oc MAX. plan <br /> (NAIL(2)2x4 w/1 6d W <br /> SHEARWALL @12"oc) O Q <br /> PER PLAN HEADER/BEAM <br /> PER PLAN L � <br /> r Cf) <br /> ROOF GABLE END n WOOD TRUSS TO EXTERIOR WALL (ext'g) o Z W <br /> �/ SCALE:NTS I SCALE:NTS W <br /> SHEARWALL SCHEDULE (1)(2)(3660Lim pp <br /> W O <br /> 2x OR LSL L O (n 0 <br /> 16d NAILING Panel Edge Top Plate Connection Base Plate Connection r O <br /> PER SCHEDULE Mark Sheathing ♦ ` <br /> 16d NAILING Nailing if TJI if 2xor LSL at Wood at Concrete Q v Q <br /> PER SCHEDULE jm�__2xNAILER SW1 1/2"CDX PLYWOOD 8d @ 6"oc 16d @ 6"oc A35 @ 24"oc 16d @ 6"oc 5/8"0 A.B.@ 48"oc ♦//♦ _ <br /> SW2 1/2"CDX PLYWOOD 8d @ 4"oc 16d @ 4"oc A35 @ 16"oc 16d @ 4"oc 5/8"0 A.B.@ 32"oc C <br /> SWO 1/2"CDX PLYWOOD 8d @ 3"oc (2)rows 16d @ 6"oc A35 @ 12"oc 16d @ 3"oc 5/8"0 A.B.@ 16"oc <br /> SW4 1/2"CDX PLYWOOD 8d @ 2"oc (2)rows 16d @ 4 1/2"oc A35 @ 9"oc (2)rows 16d @ 4 1/2"oc 5/8"0 A.B.@ 12"oc Z N W <br /> Detail A T..m BLOCK PANEL EDGES WITH 2x LAID FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS WITH 8d @ 12"o.c. W N ; <br />