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z� <br />UNIT 21 �I <br />1'-BY2" 1 ! <br />UNIT 20 <br />UNIT 19 <br />16'-3" <br />1 <br />UNIT 18 <br />----_---.Ti <br />4ST------------------ 4S M' may` <br />........ __-----___ 4SIM—-----___—---___-- <br />EXTEND CONC.- :. SW a ° °. ° ° " EXTEND CONC. "' SW ° " ° ^ ° EXTEND CONC, SW SW <br />WALLTHRU WALLTHRU - WALLTHRU <br />^DEMISING SPACE • ° • ° < DEMISING SPACE DEMISING SPACE ' <br />'I( I I I I 1 <br />8" WALL 8" WALL 8" WALL <br />°B <br />1 <br />AB -ON -GRADE " SLAB ON- SLAB -ON -GRADE SLAB -ON -GRADE ^ -°- <br />:R PLAN NOTE 1 - 4 PER PLAN NOTE 1 j 4 PER PLAN NOTE 1 4 PER PLAN NOTE 1 <br />=LEV. VARIES) S07 (ELEV. VARIES) S07 (ELEV. VARIES) S07 (ELEV. VARIES) < <br />:1 <br />.I' <br />i -6Yz" 3'-10% T 10Y2" 16'-5 z" 15'_6Yi' 3'-10Y2" 1 3-10/2 16'-6" • -• <br />8.4 <br />P1-6" Pi-6 <br />e <br />— — — — — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — - <br />-" -� O b 13 13 13 ' 13 " <br />so7 _ so7 d , ja so7 <br />.I <br />r-7 4 <br />_ _ <br />2ADE 14 ) 14 SLAB -ON -GRADE SLAB -ON -GRADE 14 14 SLAB -ON -GRADE <br />PER PLAN NOTE 1 PER PLAN NOTE 1 PER PLAN NOTE 1 a. f <br />DTE 1 S07 a — S07 S07 <br />-1 I <br />14 <br />e e e <br />. so7 a:• I [4'--y4- <br />4'-2Y2 .. 4'-OY" a'-2y2• '11,-1Y4"° : 1V-1Y4 4'V2" 4'-0Y" 4'-OY4" :4'-2Y2"11 03/4" <br />1-------—---------------J L------- <br />— — — — ---- <br />TO r 7-1 F_ __1TO 6 6 TOr — — — � r — � TO 6 <br />7 S07 ,' S07 15 507 <br />15 <br />"POST : S07 POST POST - S07 - POST <br />7 I.- '1 � ^z � I I � I I 7 a 1 7 I I� °a � I I � I I 7OONC <br />°a-1 L <br />F F P7 2 r FPSTEMWALL STEMWALLAND FOOTING `9 7 7 4 AND FOOTING fO PER 1/S07 I L — ---� + TO TO------—"' PER 1/SO7 L — -- <br />POST POST `, LAB -ON -GRADE SLAB -ON -GRADE ONCSTAIR CONC. STAIR SLAB -ON -GRADE SLAB -ON -GRADE <br />PORCH PORCH PER 19/$07 PER 19/S07 PORCH PORCH PER 19/$07 <br />STEP TOP OF STEP TOP OF STEP TOP OF <br />INC. STAIR STEMWALL TO STEMWALL TO STEMWALL TO <br />FOLLOW STAIRS FOLLOW STAIRS FOLLOW STAIRS <br />PER ARCH'L PER ARCH-L PER ARCH'L <br />4/SO6 <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />HOEDOWN <br />SIMPSON ANCHOR <br />REE <br />CALLOUT <br />TYPEE <br />BOLT TYP <br />NOTES <br />CS16x48" <br />O <br />STRAP <br />— <br />14/SO6 U.O.N. <br />(2)CS16x48" <br />O <br />STRAPS <br />_ <br />14/S06 U.O.N. <br />(3) CS1 S <br />O <br />P <br />STRAP <br />_ <br />141S06 U.O.N. <br />ONOT <br />USED <br />VERTICAL <br />6 <br />HTS30 <br />— <br />BEAM TO POST <br />OSTHD14 <br />— <br />17/SO7 U.O.N. <br />O7 <br />HDUB-SDS2.5 <br />SB /e"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 over vapor bamer placed over free-drmning granular fill per <br />Geotechnlcal Report. One or more of the following should be considered (but are not required) to control slab cracking: <br />• Fibrous ad ndure <br />• 6x6 W14xW14 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 lass. <br />3. Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth. <br />5. Anchor Bolts for Extedor Stud Walls shall be In accordance with P1-6 of the Shear Wall Schedule of 11S06, u.o.n. <br />ENGINEERING P.S. <br />z <br />0 <br />r Z <br />Q <br />J <br />z� <br />0 <br />X <br />_N <br />C N <br />O rn t <br />O <br />N Z <br />� N <br />E <br />N 2 <br />CL) CM W ca <br />W <br />U) <br />i <br />O <br />L <br />Cz <br />NN <br />LEGEND <br />sA Y qnM <br />SX.X <br />DETAIL CALL -OUT <br />Sage Homes Northwest <br />9605 Ave SE <br />P7-X <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br />of <br />ESuite A 9verett, WA 8208 <br />.sagehomesnw.com <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />r � <br />FOUNDATION WALL AND FOOTING <br />JOB NO.: <br />T-11" T-11" 11'-5" 11'-6" T-11" T-11" 11'-4Y2" <br />� — — — — J <br />22-447-02 <br />0 <br />BEARING OR SHEAR WALL ABOVE <br />PLOT DATE <br />09/02/202, <br />w� <br />j O FOOTING CALL -OUT SEE ZS07 <br />L�,I <br />¢1 <br />21 <br />SW <br />STEP STEM WALL <br />DATE: 09/02/2022 <br />SCALE: Y4" = V-0' <br />DRAWN: BIDS <br />/ <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />° 4 8 e SO2b <br />/4"=I'-° <br />