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R-21 WALL INSULATION (2)10d X 3"NAILS SIMPSON HDU5 HOLDDOWN NEW SHEAR WALL <br /> IN ALL CAVITIES AT 9"O.C. (14) 1/4" X 2-1/2" SDS SCREWS POST <br /> DRYWALL INTO POST <br /> SIDING \ VAPOR BARRIER <br /> FLASHING(PER FIELD <br /> CONDITIONS) 4111111.11' 2X BLOCKING TO BE PLACED ° <br /> \ BETWEEN STUDS AT ALL <br /> WEATHER BARRIER \ SHEATHING JOINTS <br /> STANDARD 2X6 STUDS <br /> EXTERIOR 3/8" AT 16"O.C.MAX. <br /> STRUCTURAL I GR—A—D;\------------- TYPICAL FASTENERS: <br /> s <br /> SHEATHING TOE NAIL(3)10d X 3"AT EACH STUD TO TOP8d EXISTING <br /> ATTACHED WITH — PLATES AND BOTTOM PLATE <br /> AT X"O.C. NAILS MULTIPLE STUDS WILL EACH NEED TO BE FLOOR JOIST <br /> SIDES O.C.ON BOTH f NAILED TO BOTTOM PLATE <br /> N THF.WALL I.E.DOUBLE STUD NEEDS(6)NAILS '' <br /> FRAMING 5/8" THRUBOLT/ <br /> (2)1/2 X 8"CONCRETE J-BOLTS WITH 2"WASHER THREADED ROD WITH <br /> 1 \ <br /> SIDING EXTERIOR TO AT EACH WINDOW DOOR LOCATION(SPACED <br /> MATCH EXISTING AT 2"APART AND(1)AT 32"MAX.BETWEEN NUTS AND WASHERS <br /> si_ OR(2)1/2 X 6"LAG BOLTS WITH 2"WASHER NEW SHEAR WALL <br /> AT EACH WINDOW DOOR LOCATION(SPACED <br /> DRYWALL INTERIOR SIMPSON HDU5 HOLDDOWN POST <br /> OVER SHEATHING AT 2"APART AND(1)AT 32"MAX.BETWEEN (14) 1/4" X 2-1/2" SDS SCREWS <br /> SHEAR WALLS ALL WOODWALFRAMING WITHINLS FLOORING/FOUNDATION INTO POST <br /> MUST BE DOUGLAS FIR OR <br /> SOUTHERN YELLOW PINE C HOLDDOWN BETWEEN FLOORS <br /> 4 NOT TO SCALE <br /> L� <br /> FRAME WALLI <br /> d <br /> u <br /> (1)3/8 X 5"LAG <br /> SCREWS AT 16"O.C. <br /> NEW SHEAR WALL VERTICALLY MAX. <br /> 4 X 6 POSTEXISTING COUNTERSINK ENOUGH <br /> FRAME WALL TO HIDE THE HEAD OF <br /> MIN. THE BOLT(IF DESIRED) <br /> SIMPSON HDU5 HOLDDOWN _`r '"." ��-' �_ � <br /> (14) 1/4" X 2-1/2"SDS SCREWS `-� IWO li <br /> 2XG' pR4----4,--,,,,_---7.----- ----'--1-i., <br /> � '� ��� � <br /> INTO POST r '� I��L! WOOD STUD rii ZE FEssinj- ��as' -. ' ' �' - FOR <br /> (1) 5/8"X 18" SIMPSON ��`�c���� 6 yN, ENGI�i - ' -`' pCf <br /> 1�10N <br /> ANCHOR BOLT • �1IVERN sx, OOM �Ip0 <br /> INTO FOOTING PAST CURB 3/8" STRUCTURAL I 1 L �Z1�g1 �98201 <br /> 8"EMBEDMENT MIN. GRADE SHEATHING I <br /> (ATS-AB5-18) SHEATHING TO BE �� 5' EqT <br /> ATTACHED WITH 8d X 2-1/2" 0 <br /> ri <br /> p T DRQ 1n0" <br /> WOOD FRAMING WITHIN NAILS ATG O.C.ON BOTH B STUD TO EXISTING WALL = ,ALDA V1 A ` i, <br /> 0 13Y, <br /> ALL SIDES NTS ops og,1� REv.DAA. <br /> SHEAR WALLS4 ` '; Q� <br /> MUST BE DOUGLAS FIR OR ._ '/ NSA <br /> • Y <br /> SOUTHERN YELLOW PINE ' E. <br /> AL ' <br /> SG � <br /> 5 <br /> ` D�TAI <br /> • DFRONT WALL HOLDDOWN <br /> ��� t� �, <br /> Or 7 <br /> 6 ytF, rw "` • <br /> ,. 4 <br /> NOT TO SCALE ill PAGYY <br /> plans are the property of EMC2 Structural Design,Inc. Any use or reproduction of these plans,in whole or in part,without the written permission from EMC2 Structural Design,Inc.is forbidden. Plans not valid without original engineer signature.Plans are not for use as"Generic"or"Master"Plans. <br /> TheseP Pent <br />