1010 93RD ST SW 2024-12-30 - Laserfiche WebLink

Joint at abutting wood structural panels (E)Wall framing MATERIAL KEY: Below is a key to common call-outs in the details. (1/8"gap between panels) (E)Floor sheathing Unless specified otherwise in the details,use the sizes (E)End joist or and materials as follows: New 2x4 or 2x6 cripple stud at abutting (E)blocking Note: > p Provide additio d at panel edges.Fasten to E stud with See Sheet D3 fo r framing to Term Description > N vide'all required nailing P 9 O 9 12"on center at bo 16d at 4"on center (E)Cripple wall cripple wall ections. Nails V 00 plate(where occurs) a per top plate top plate(s) (Framin vary from condition 8d(8 penny) 0.131"x 2-1/2"long a--% sho this detail) at connectors Q (N)2-112"to 3"diameter —_— — — attached over >> vent holes at each bayQ n Floor oast plywood L I I (E)Cripple wall top plate(s) ) 1 C0 }; 8d 8 penny) 0.131"x 1-1 12"Ion Place each hole over(N) m y( 1\L \ 0 9 a-, I I I I I• 'I I'I at connectors N foundation sill anchor bolt m oo (N)Wood structural panel.Fasten with 8d — t p i 1 I I 3 (N)Wood structural panels attached directly for inspection. I I I I N _' nails at all panel edges at spacing Note:When cripple wall is I I 11 j _� I a .E to framing p � specified on the Earthquake Retrofit a x less than 18"in height, ( �,' I• •1 I•I Schedule(Sheet S3.1)and 12"on center c E 10d(10 penny) 0.148"x 3"long LL I only one vent hole is I 1 I I at intermediate supports q at connectors required at bottom,vent I I• •I I I attached over UJ can be eliminated where I I — I I (N)Foundation sill anchor bolt (N)2x4 or wider (E)Foundation sill plywood o walls are insulated L See Detail 1/131 or Detail 2/D1 cripple stud 10d(10 penny) 0.148"x 1-1/2"long bA (E)Foundation sill ———— where applicable at connectors w attached directly 0- (N)Connector Type"A", a,. U (E) a stud (E)Concrete foundation to framing 0 "B",or"C' „ Minimum 1"cle r _ (shape may vary) 16d(16 penny) 10.162"x 3-1/2"long See Detail 41D1 above (use where anchor bolt (E)foundation sill 20d(20 penny) 10.192"x 4"long to cannot be installed) 8"min. "max. Note: Structural wood Simpson Strong-Tie 1/4"SIDS,GRK (E)Conc If E foundation sill is embedded in screws 3/8"RSS"Climatek",USP Mitek 1/4" O ELEVATION 12"max. Additional foundation sill an SECTION ( ) SEE foundation at the end of each brace II (E)footing,provide N blocking as WS"Gold Coat",or equivalent. 0 Notes: ( ) 9 1 1. For strapping at top plate splices,see Details 1/D6 or 2/D6. SECTION line. shown in Detail 2/134 3"screw 3"long structural wood screw _D 2.At crawlspace vents or similar cripple-wall blockouts,see Detail 3/D6. 4"screw 4"long structural wood screw I— t= o 6"screw 6"Ion structural wood screw 3.Prior to installing wood structural panels,see Detail 4/D6 where pipes or conduits pass through cripple studs or top p 9 a 4.Wood structural panels may be installed vertically(face grain parallel to stud)or horizontally. O .� 5.Provide 2x4 flat blocking at all unblocked panel edges. Wood structural 15/32"Plywood sheathing.Exposure _ N c 0 panel rating of Exterior or Exposure I. r C6 CM FOUNDATION SILL SAME WIDTH AS CRIPPLE WALL 4-or5-Ply. o or O E c\i Oriented Strand Board(OSB) y= Z O u1 (E)Wall framing 3 Z Provide additional 8d at 12" Joint a utting wood structural Conforming to US Voluntary Product 11 panels(1 between (E)Floor sheathing Standard PS 2.Exposure rating of Q m —fton center at bottom plate panels) (E)End joist or Exterior or Exposure I.Manufactured U) (where occurs) (E)blocking Note: with exterior glue.Minimum 4-ply. o Provide'all re 'red nailing (N)2x4 or 2x6 crippI d where(E) — r .� 3 E Cripple wall See Sheet D3 for floor framing to O N m �(N)2-1/2"to 3"diameter stud is less than 1-314"t Fasten O pP _ t upper top plate to late s cripple wall connections. LVL(laminated Weyerhauser"Microllam", 0) -a — vent holes at each bay to(E)stud with 16d nails at P P ( ) (Framing may vary from condition veneer lumber) Boise-Cascade"Versal_am", Place each hole over(N) ———— - ——— ————— center,staggered to avoid splittin M ——— —— ———— — —•—— (E)Floorjoist foundation sill anchor bolt shown in this detail) Georgia-Pacific"GP-Lam", _ i C I• LP"Solid Start",or equivalent. O for inspection Wood structural panel 0 Note:When cripple wall is N } I I X � 1 I• •1 ! 1 (E)Cripple wall top plate(s) Plate washer 3"x 3"square x 0.229"thick. U � less than 18"in height,only I ° I 1 co E _ I (N)Blocking, i-- one vent hole is required at N I m 1• '1 1 (N)Wood structural panel.Fasten where occurs "Peel&Stick" Fortiflash,Oran a Peel-n-Seal, U) bottom,vent can be eliminate I _ g where walls are insulated 4 A.I with 8d nails at all panel edges at 9 p yp y y p � L � flashing toe T ar,T vek,V cor,HardieWra or 1 N 1 1 spacing specified on the 3 Install(N)2x (N)2x bituthene equivalent. O . .1 g I Earthquake Retrofit Schedule a� m blocking between j 1 a 9 blocking For Connector types see Sheet S3. (N)Blocking required where 60 1 4 (Sheet S3.1)and 12"on center at a_ (E)cripple studs (E)foundation sill is wider 1. .1 .I intermediate supports 6 q than(E)cripple studs — (N)2x4 or wider (E)Foundation sill See Detail 21D1 cripple stud u u u (E)Cripple stud ABBREVIATIONS (E)Foundation sill in 1"clear above U •� U )Concrete foundation u (N)2x blocking (N)Foundation sill anchor bolt a may vary) (N)Connector Type"A", 31, See Detail 2/D1 "B",or"C" min. (E) Existing See Detail 4/D1 Additional foundation sill anchor (N) New (use where anchor bolt at the end of each braced wall min. Minimum cannot be installed) ELEVATION (E)Concrete 8"min. "max. line. SECTION SECTION max. Maximum i Notes: SEE 12"max. foundation Condition where(E) NITS Not to Scale 1. For strapping at ate splices,see Details 1/D6 or 21D6. SECTION undation sill is typ• Typical 2.At crawlspac nts or similar cripple-wall blockouts,see Detail 3/D6. a dded in concrete Date: 3.Prior to i ing wood structural panels,see Detail 4/D6 where pipes or conduits pass through cripple studs or top plates. Sheet: 4.Woo uctural panels may be installed vertically(face grain parallel to stud)or horizontally. 5.P de 2x4 flat blocking at all horizontal panel edges. D FOUNDATION SILL WIDER THAN CRIPPLE WALL