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MATERIAL KEY: <br /> Below is a key to common call-outs in the details. <br /> Unless specified otherwise in the details,use the sizes <br /> and materials as follows: O <br /> Term Description N <br /> (E) B\stud <br /> (N)2x blocking or(E)floor joist (E) Balloon- (N)2x blocking or floor joist Nails C0 00 <br /> frameor blocking framed wall stud or blocking 8d(8 penny) 0.131"x 2-1/2"long a. . O') <br /> at connectors(E) F (E)Floor sheathing (E) Fire blocking (E)Floor sheathing attached over <br /> plywood <br /> If not present, if present — M <br /> install(N)2x <br /> 8d(8 penny) 0.131"x 1-1 12"long <br /> blocking top at connectors O <br /> attached directly V <br /> to framing p <br /> 10d(10 penny) 0.148"x 3"long v-- L LI <br /> (E)Floor joist (E)Floor joist at connectors 6i <br /> L (N)or(E)Cripple stud <br /> 7 — irection may _ (direction may I attached over <br /> vary) I plywood o <br /> 1-112"to 2"from center of anchor bolt 10d(10 penny) 0.148"x 1-1/2"long <br /> Condition where (N)Connector Type" Condition where (N)Connector Type"D" to wood structural panel (N)Wood structural panel, at connectors <br /> where required attached direct) "' <br /> joist is nailed to joist is nailed to Anchor hole diameter shall be I y 0- <br /> wall stud is similar wall stud is similar larger than anchor diamet to framing 0 <br /> N Foundation sill and anchor <br /> (N)2x ledger with(2)3"screws If possible,(N)sill sho a same ( ) 16d(16 penny) 0.162"x 3-112"long <br /> to(N)3x6 blocking (E t-in" width as cripple st bolt and plate washer 20d(20 penny) 0.192"x 4"long <br /> ribbon Note:"J"bolts may be used <br /> (N)3x6 blocking every stud (N)Wood structural panel as an alternative <br /> bay at(N)wood structural See Sheet D4 or D5 for Structural wood Simpson Strong-Tie 1/4"SIDS,GRK <br /> panel (N)Wood structural panel installation 1 112"clear (N)#4 continuous rebar screws 3/8"RSS"Climatek",USP Mitek 1/4" <br /> If fire-blocking(draft-stop)is See Sheet D4 or D5 for q <br /> installation _, N #4 at 24"on center, WS"Gold Coat",ore equivalent. (a <br /> CD <br /> not present,install 4x blocking ( ) 3"screw 3"long structural wood screw (D to 0 <br /> to fill stud bays in lieu of 3x6 alternate hooks 4"screw 4"long structural wood screw 0 o <br /> blocking 00 <br /> ^ ;: - (N)Concrete foundation 6"screw 6"long structural wood screw C m <br /> (E)Soil a 0� <br /> - — ,,, ~� Wood structural 15/32"Plywood sheathing.Exposure N <br /> !E (N)#4 continuous rebar at panel rating of Exterior or Exposure I. 0= C6 �' <br /> O FLOOR-TO-BALLOON FRAMED WALLS O FLOOR-TO-BALLOON FR ° ED/WS •; 4-ors-PI � = <br /> 16"on center(2 minimum) y 0 = � <br /> a L a �— ' 4, a•• Roughened cold joint where Oriented Strand Board(OSB)or E <br /> U .� o <br /> (E)Wall framing o .o o ,—III '• footing and stem wall are Conforming to US Voluntary Product 3 N .T w <br /> Wall framing z —III—,a poured separately Standard PS 2.Exposure rating of Q E Z <br /> (E)End joist t g , Exterior or Ex Exposure I.Manufactured <br /> E End oist or E bloc 3 U_ ` ,ode• Foundation Dimensions: with exterior pue.Minimum 4-ply. <br /> (N)Connector Type"D" •, Q E <br /> 1 a <br /> "_ �• One-story 9 Q � 0 � <br /> (E)Floor sheathing (E)Floor sheathing LL L 'd - .,. Footing Depth: 12"min. N m I— <br /> I 4; Footing Thickness:8"min. LVL(laminated Weyerhauser"Microllam", cn -o <br /> Footing Width: 12"min. veneer lumber) Boise-Cascade"Versal-am", U D <br /> Georgia-Pacific"GP-Lam", O i <br /> Stemwall Thickness:6"min. +� co <br /> (N) ontinuous rebar LP"Solid Start",or equivalent. () pp <br /> 4"long screw at 8"on center equal Stemwall equal a Two-story 4— <br /> (N) O <br /> or Connector Type"D"or"E"per Thickness Footing Depth:12"min. Plate washer 3"x 3"square x 0.229"thick. E <br /> (E)Floor joist c� <br /> Earthquake Retrofit Schedule Footing Thickness: 8"min. C <br /> (Sheet S3.1) Footing Width Footing Width: 15"min. "Peel&Stick" Fortiflash,Orange Peel-n-Seal, LL L � <br /> Stemwall Thickness: 8"min. flashing tape Typar,Tyvek,Vycor,HardieWrap,or W <br /> (N)2x blocking (N)Wood structural panel,where SECTION bituthene equivalent. 0 � <br /> required.See Sheet D4 or D5 for IL <br /> (N)2x continuous top pl installation. <br /> Notes: <br /> (N)Wood struct anel,where 1. Contact Building Official to verify applic <br /> 'required.Se eet D4 or D5 for 2.Where frost conditions occur,the minimum th shall extend below the frost line. <br /> installati 3.Footing to be deepened as required to bear on soils. <br /> 4.When expansive soil is known to exist,the foundati epth and reinforcement shall ABBREVIATIONS <br /> be as approved by the Building Official. <br /> 5.The ground surface along the interior side of the foundation ermitted to be (E) Existing <br /> excavated to the elevation of the top of the footing. (N) New <br /> 6.Where(N)foundations are placed adjacent to(E)foundations,con N)and(E) min. Minimum <br /> (E)Concrete foundation ' (E)Concrete foundation foundations with(3)#4 x 3'-6"Embed dowels 8"minimum into the(E) ation with max. Maximum f <br /> adhesive.See General Notes,Section M. NITS Not to Scale <br /> 7.A geotechnical report or modified foundation may be required at locations with typ• Typical T ical <br /> Note: expansive or liquefiable soils or sites with potential for sliding. Date: <br /> . 1. See Sheet D3.2 for alternate. <br /> Sheet: <br /> CRIPPLE WALL WITHOUT TOP PLATE O CRIPPLE WALL WITH SINGLE TOP PLATE O CONCRETE FOUNDATION FOR SECTION REPLACEMENT D3. 1 <br />