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

MATERIAL KEY: (N)Wood structural panel, Below is a key to common call-outs in the details. (E)Cripple stud where required.See Sheet D4 Unless specified otherwise in the details,use the sizes or D5 as applicable (E)Exterior siding and materials as follows: > O VA (N)Foundation sill anchor bolt Term Description > CV 1-1/2"to 2"from center of bolt to "min Nails 00 and steel plate washer (E)Cri ud edge of foundation sill typ. O� See Earthquake Retrofit Relocate to center of foundation 8d(8 penny) 0.131"x 2-112"long a--% Schedule(Sheet S3.1) at connectors Q sill where(E)reinforcing conflicts attached over � 2- C11 with placing(N)foundation sill plywood L 7,(E)Foundation sill anchor bolt Approximately 1" M }; 8d(8 penny) 0.131"x 1-112"long � a.. . edges,typical at connectors (E)Join dation sill U attached directly U r LL (E)Reinforcing bar,if present to framing p > 8"min. Do not drill through any(E) ign (E)Foundation sill 10d(10 penny) 0.148"x 3"long w 12"max. • reinforcing at connectors (E)Concrete foundation (N)2x4 or wider blocking at each attached over w (shape may vary) TOP VIEW stud bay with plywood or OSB plywood o (E)Concrete foundation 10d(10 penny) 0.148"x 1-1/2"long ELEVATION Si W (shape may vary) at connectors Lu O ANCHOR THROUGH FOUNDATION SILL ONLY toframendirectly 0 Detail applies where(E)foundation sill is the same width as the(E)cripple studs 16d(16 penny) 0.162"x 3-112"long a (E)Cripple stud 20d(20 penny) 0.192"x 4"long (N)Foundation sill anchor bolt (N)Wood struc nel, (N)2x4 or wider blocking between and plate washer where required.See 4 cripple studs Structural wood Simpson Strong-Tie 1/4"SIDS,GRK C See Earthquake Retrofit or D5 as applicable Nail to foundation sill with(4)10d nails screws 3/8"RSS"Climatek",USP Mitek 1/4" O Schedule(Sheet S3.1) or 3 3"screws per block,staggered WS"Gold Coat",or equivalent. U 1-1/2"to 2"from center of bolt to ( ) P 99 E Cripple stud 1-1/2"min.Predrill N blocking to 3"screw 3"long structural wood screw O Cl) o ( ) PP edge of foundation sill ( ) 9 .� (N)2x blocking May be shifted if(E)reinforcing ,, , prevent splitting. 4"screw 4"long structural wood screw o See Detail 3/D1 conflicts with placing(N)foundation Note:Where 8d @ 2"on center nailing 6"screw 6"long structural wood screw O m sill anchor bolt •, is required per Earthquake Retrofit a Schedule(Sheet S3.1),provide(6)10d Wood structural 15/32"Plywood sheathing.Exposure O N nails or(4)3"screws panel rating of Exterior or Ex Exposure I. C6 °' oundation sill _� P 9 P r c 4-or 5-Ply. U .. -s ' •- ` (E)Foundation sill � __ � � N (E)Joint in foundation sill Oriented Strand Board OSB � .� �' CD 8min. (E)Reinforcing bar,if present ( ) O 3 N (7/16"OK)Conforming to US reO 12"max. Do not drill through any(E) LL cn u�i w ELEVATION ncrete foundation Voluntary Product Standard PS 2. — E z (E)Concrete foundation reinforcing (shap vary) Exposure rating of Exterior or (D Q 0 w (shape may vary) (E)Concrete foundation Exposure I.Manufactured with EVATION SIDE VIEW (shape may vary) exterior glue.Minimum 4-ply. U Q.L 3 N l— O o7 - CHOR THROUGH BLOCKING AND FOUNDATION SILL NEW BLOCKING INSTALLATION FOR SHEATHING ATTA NT LVL(laminated Weyerhauser"Microllam", U 0 � Detail applies where(E)foundation sill is wider than the(E)cripple studs 3 At each stud bay with sheathing veneer lumber) Boise-Cascade"VersaLam", O Georgia-Pacific"GP-Lam", — U m LP"Solid Start",or equivalent. � > O 0 = Edge of(E)concrete Edge of(E)concrete Edge of(E)concrete plate washer 3"x 3"square x 0.229"thick. p co (N)Blocking, x 2-1/2"max. (N)Wood structural panel 2-1/2"max7 . (N)Wood structural panel O 2-1/2"max. See Detail 2/D4 See Detail 11D4 "Peel&Stick" Fortiflash,OrangePeel-n-Seal, j where required flashing tape Typar,Tyvek,Vycor,HardieWrap, C (E)Foundation sill (N)2x blocking bituthene or equivalent.Note:30#paper � (N)Connector Type"A" Width same as,or wider See Detail 3/D1 acceptable L LL than,(E)cripple studs E Foundation sill E Foundation sill or ( ) ( ) For Connector types see Sheet S3. l— —7 ——— (N)Connector Type"A"or (N)Connector Type"A" (N)2x blocking at — embedded foundation sill "C"(shown dashed) (E)Foundation sill = = ABBREVIATIONS •�• ,', (N)Connector Type"A" (E)Embedded foundation (E) Existing (E)Concrete foundation c - :'�. •_ (shape may vary) 4"min. (E)Concrete foundation 4"min. (E)Concrete foundation 4-min sill where occurs(shown (N) New _ (shape may vary) (shape may vary) dashed) min. Minimum `d'' •- - max. Maximum f d Where"x"is greater (E)Concrete foundation NITS Not to Scale than 2-1/2",use SIDE VIEW SIDE VIEW SIDE VIEW (shape may vary) typ. Typical Date: ELEVATION Connector Type"C". Where no wood structural panel At(N)wood structural panel where At(N)wood structural panel where Sheet: is required (E)foundation sill is wider than(E) (E)foundation sill is same width as OFOUNDATION SILL CONNECTORS cripple studs (E)cripple studs D 1 Detail used where cripple wall studs are too short to allow drilling for new anchor bolts. Maximum cripple wall height 2'-0".