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I BRACED WALL PANEL SCHEDULE ' <br /> - - __ ___ __ _---___- -! <br /> Min.width 16"for one story structure A. Plywood/OSB J 6d nails 6"o.c. (edges) <br /> SHEATHING FILLER Min.width 24"for use in the first of two 7/16"x 4'8' I 12"o.c. (field) j <br /> IF NEEDED 16"-24" • -- -- _ _ _ ___ - — -- <br /> B. GWB-1!2"x 4'8' Sd cooler/wallboard nails <br /> � (one face) 7"o.c.throughout <br /> � -- --- � <br /> RUN MIN.3"X 11.25"HEADER CONTINUOUS � � � � � � - <br /> � -- _- <br /> . . . . . . .�', <br /> 16D SINKERS � HEADER STRAP : ' ' ' C. GWB-1/2"4'x 8' 5d cooler/waliboard nails <br /> / HEADER WITH TWO ROWS ` 1 (two face) 7"o.c.throughout <br /> @ � OF 16D SINKER NAILS AT 3"OC li;. � - — -- - — - - - - <br /> 2 ROWS 3"OC FASTEN TOP PLATE TO h <br /> �,��I � D. Structural Panel Siding Corrosion resistent 8d nails <br /> ��� � 0 7/16"x 4'x 10'or less at12'��o c.(f egds> <br /> SHEATH EXTERIOR W/MIN. 3/8" F � � ) <br /> PLYWOOD OR 7/16"OSB NAIL TO STUDS � II x ry P ' —,�' <br /> i -- r y <br /> PER BRACED WAL�PANEL SCHEDULE ! J E.One-sto alt.braced anel I i <br /> I � � 7/16 x 2-8 x 8 to 10 or less � Nailing 8d at 6"OC(edges)12"OC(field) <br /> �` MIN.2 X 4 FRAMING 3'-2 x 6 STUDS i , i I Blocking required at all edges.Anchor bolts two <br /> i i �, � placed at quarter points. Hold downs-1,8001b i <br /> 4,200LB TIE X 3�X 3I"GALV W SHERW/1/4' ,µ I _ ----�each end. -- ---._ <br /> 1 5/8' DIA.ANCHOR BOLT <br /> DOWN DEVICE � � �� ! <br /> � � — � --:�_2" � �I <br /> SIMPSON STHD 14 HOLD DOWN �' � Portal framing ' <br /> 2"FROM END OF PANEL Nailing 8d common or galvanized <br /> !I''`` 5/8"ANCHOR BOLT NAIL TO STUDS W/38-16d SINKER ___ ' 7/16"OSB x 16"min.x 10'max box nails in 3"grid pattern as shown and <br /> � MIN.7'EMBEDMENT OR 10d OR 12d COMMON I I for one story 3"OC in all framing <br /> Or 2)HUDU4 SSTB-16 , install 1,OOOIb strap on inside (studs; blocking,and sills)Typ <br /> of header to studs 1)5(8"dia. anchor bolt w/ <br /> BWP-F BWP-F , 3"x 3°x 1/4 galv plate washer , <br /> i <br /> Holdowns-4,2001b at each end. <br /> Portal Wali Portal Wall ' <br /> ------------ ----- ---- __ --- -- ----- - __ _ <br /> Portal Framing detail <br /> General Notes: <br /> Braced wall panel sole plates nailed to floor and top plates <br /> Where joists are perpendicular to braced wall lines, <br /> provide blocking under and in line with braced wall panels. <br /> 2'-8"MIN <br /> Design Criteria: SOLID BLOCK PNL EDGES - � 'I _ _ __ _I <br /> 2015 International Residential Code - __ --� <br /> 2015 International Building Code �',I ;I � <br /> 2015 Construction Administrative Code, SHEATH EXT.W/MIN. 3/8"PLYWOOD__ i',�� <br /> adopted as a replacement of Chapter 1 of the I Codes OR 7/16"OSB NAIL TO I'',' � <br /> 2015\Nashington State Energy Code WAC 51-11 STUDS W/8d @6"O.C. �I , � i <br /> 2015 "'� � <br /> Washington State Ventilation and Indoor Air Quality Code I ',D � <br /> WAC 51-13 ',liix i <br /> 3'-2"x STUDS BACK END � ' I � <br /> Allowable soii bearing= 1,500 psf � III'�I <br /> Concrete to have a min.of 2,500 psi I <br /> � <br /> Rebar: #4 grade 40 Philip Kirmser 3/22/17 I <br /> Lumeer: sTHo-�o Ho�o�owN � � 1332 E Marine View Dr <br /> Studs to be DF#2 2"FROM END OF PANEL � � i i <br /> Ceiling joists DF#2 CONNECT Wi28-16d _ � � � �'- __ EVerett, WA 98201 il <br /> �, <br /> Rafters DF#2 _ _ I <br /> Glu Lam Beams 24f V4 � <br /> Headers unless other wise called out DF#2 '� <br /> 1/4" 1 J4'� I <br /> Fasteners: <br /> For pressure treated wood should be ZMAX �\ <br /> hot-dipped galvanized(G185), stainless steel BWP DETAI L E I \ <br /> or meet ASTM 153 requirements --- '- � <br /> � � <br />