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2,4: MIN <br /> Design Criteria: <br /> I <br /> 2015 International Residential Cede 1 <br /> - 20f5 International Building Code <br /> .,, <br /> 20t5 Construction Administrative Code, eWE4TI-1 EXT. W/M1N. 316" PLYWOOD <br /> adopted as a replacement-of Qhapter I of the I Othdes OTiI " osB NAIL TO <br /> 2015 Washington State Energ Cedes WAG 51-11 STUDUV 8d 46" 0.C. <br /> 20f5 Washington State Ventilation and Indoor Air duialitg Ode <br /> WAG 61-18 3-2 x studs each end <br /> Allowable soil bearing ...• 1,50O psf >, <br /> 2) 1/2" x 10" andhor bolts <br /> Concrete tai have a min. of ?,8a0 poi at 1/4 points w/ 1/4" x 3" x 3" <br /> alv, washers <br /> Rebar: *4 grade 40 <br /> Lumber: 1. : <br /> Studt, to be IjF42 6THIP-10 hold doWn .._„....A _ <br /> Ceiling joists 01F402 2" from Edge or panel — ------ --,. <br /> Raft/eP*2 connect W/28-16d . <br /> ---->. <br /> Glu Lair Beane, 24f V4 , <br /> . Continuous ridge venting <br /> -1 ., <br /> 1eacters utilesa Other wise called out pF*2 i 1 <br /> 1/16" 6615 sheathing nailed W/ ad 6." °C ii ly:—' 12 <br /> Aaphalt roofing over 15lb felt dn <br /> 1/4" <br /> Fasterera: , <br /> .• <br /> For pressure treated wood should be ZMAX ,, .„ <br /> hot-dipped galvanized ( G1850, stainless steel BWP DETAIL E , .. <br /> or meet ASTM 153 reduirementa <br /> solid vented blocking <br /> r-re Mfg trusses 4 24" 4 <br /> Cs,utters by Oturlae-'' - 00.As 5/4" gee. -NIG sub-floor ilit,;111111 <br /> in attic area w/ 22 1/2" wide <br /> pull clown ..i <br /> ouble top plane min. 48" lap air <br /> 5-1/2" reveal 1-lardisplarik siding over <br /> , <br /> ivels, wrap on 111e 06E3 nailed ------....- fr 1+1 truss clip each end <br /> a/ 180 6" OC edges 12" OC field <br /> 2 x 6 OF*2 stud,a 4 18" OC <br /> -in <br /> BRACED WALL PANEL SCHEDULE 5-LoP6.- 141-0012- TO <br /> . <br /> 0.1.1. pool( <br /> A. Plytttood/OSB <br /> 7/iV x 4'8' $d nails 6"ac:(edge ) <br /> 12"o.c.(field) ----pm.. <br /> .. <br /> .,- A <br /> 4" concrete slab over 6,1111 viisqueen <br /> , <br /> corrosion reSistent 8d nada <br /> D Structural Panel Siding at 6"o.c.(edges) 4 <br /> 7/16"x 4'x 10'Or less 12"o.c.(field) <br /> Et" foundation wall w/ <br /> Nailing 8d at 6"o.c:(edges) 9 s4 horizontal rebar to 16" CC <br /> E.One story alt.braced panel 12"o.c.(field) -._ <br /> 4 vertical rebar f8 <br /> 7/18''x 2'18"x 8'to 10'or less Biciasing required at all edges. \.) -,, -x... <br /> -- <br /> $ to c <br /> ' <br /> 2) 5.4 rebar continuous in footings <br /> Arichqr bolts two placed at qUarter <br /> Paints, <br /> Hold downs-1800#at each end. 9" X 1 Foarittk7 <br /> Crass Section AA 1/4" = <br /> , <br /> - - <br /> 6enera1 Notes: <br /> CITY OF EVERETT <br /> Araced well Ohel sole plates nailed to floor and top plates <br /> Where Joists are perpendicular to braced wall lines, REVIEWED FOR PERMIT <br /> provide blocking under and in line With braced wall panels. CONCRETE-ENCASED ELECTRODE <br /> (UFER GROUND) REQUIRED Mike 4 Kristi Perko 4/4/1,5 <br /> PER NEC ,2t0.50 <br /> 3522 Lombard Ave - ----------- <br /> (INSPECTED AT FOOTINGS) e,-- <br /> Everett, WA 98201 Pg 4 of 4 \ <br /> ... <br /> --, <br /> _------ <br />