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STAIR <br />daa d 6 EMWALL TO PER 19/S07 <br />m QdFOLLOWSTAIRS 2-0/a11-1YaOa � a a PER ARCH'L <br />d da a <br />d <br />a <br />a d <br />m TO a TO TO <br />S07 STEMWALL 9 d d S07 15 S07 <br />POST S07 POST S07 POST <br />d 7 1 <o AND FOOTING a 7 o T o 0° 7 P <br />�a e d ER 1/S07 L° Jd. <br />TO <br />POST <br />GONG. STAIR <br />PER 19/S07 <br />STEP TOP OF <br />STEMWALL TO <br />FOLLOW STAIRS <br />PER ARCH'L <br />1 l'-4Y2' <br />' c <br />TO r <br />POST `. <br />J L <br />SLAB -ON -GRADE CONC. STAIR <br />PORCH PER 19/S07 <br />STEP TOP OF <br />STEMWALL TO <br />FOLLOW STAIRS <br />PER ARCH'L <br />T-11 <br />11'-5" <br />STEMWALL <br />e AND FOOTING a <br />PER 1/S07 <br />SLAB -ON -GRADE <br />PORCH <br />7'-11" <br />SLAB -ON -GRADE <br />PORCH <br />7'-11" <br />14 <br />TO <br />POST <br />CONC. STAIR <br />PER 19/S07 <br />STEP TOP OF <br />STEMWALL TO <br />FOLLOW STAIRS <br />PER ARCH'L <br />11'-4Y2' <br />Y2" <br />T-11 <br />T-11' <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />SIMPSON ANCHOR <br />HOLDOWN <br />REFERENCE/ <br />CALLOUT <br />BOLT TYP <br />TYPE <br />NOTES <br />CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />(2)CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAPS <br />(3) CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />ONOT <br />USED <br />VERTICAL <br />O <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />17/S07 U.O.N. <br />07 <br />HDU8-SDS2.5 <br />SB %"x24 <br />18/S07 U.O.N. <br />FOUNDATION PLAN NOTES: <br />1. Slab -on -grade shall be 4" thick u.o.n. Slab shall be poured overvapor or barrier laced over free -draining granularfill per <br />9 P P P 99 <br />Geotechnical Report. One or more of the following should be considered (but are not required) to control slab cracking: <br />• Fibrous admixture <br />• 6x6 W1 4xW1 4 WWM at center <br />• Control joints <br />See Architectural Drawings for slab depression and slope requirements. <br />2. Provide Construction/Control Joint in Slab per Architectural Drawings. Areas shall be approximately square and 400-sf or less <br />3. Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth. <br />5. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/506, u.o.n. <br />LEGEND <br />DETAIL CALL -OUT <br />SX.X <br />P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />FOUNDATION WALL AND FOOTING <br />0 BEARING OR SHEAR WALL ABOVE <br />xx FOOTING CALL -OUT SEE 2/S07 <br />SW STEP STEM WALL <br />11> <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />0 1 2 4 5 <br />I/4"=1'=0" sense ■ <br />16 <br />y <br />rVT,J <br />^ <br />� <br />V <br />W0 <br />0 <br />x <br />z„ <br />x <br />� <br />F <br />� <br />BTU <br />1111 <br />ENGINEERING P.S. <br />MODI�Ea�o��aa <br />ONN� �>aa "� Z� <br />3TASSI <br />z <br />565666 <br />`°To�aaL�G� <br />ee�evzezz <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />Z <br />O <br />Z <br />Q <br />C) <br />Z � <br />O <br />LL <br />I� <br />1 <br />W <br />♦+ <br />C <br />0 <br />C <br />i <br />Ch <br />OV Z <br />, <br />Ch <br />> <br />O <br />W <br />Cz <br />V/ <br />W <br />i <br />0 <br />2 <br />SAGO <br />THE 5 T <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0.. <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S02a <br />