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UNIT 24 <br />UNIT 23 <br />V-6Y2", /-1'-6Y2' <br />UNIT 22 <br />Y2" Y2" <br />UNIT 21 <br />r=n <br />4/SO6 <br />SIM <br />SIM <br />_ _ _ _ <br />------ <br />'SW <br />EXTEND CONIC. <br />SW <br />WALLTHRU <br />DEMISING SPACE <br />) <br />° 7 <br />SIM <br />S07 <br />8" WALL <br />I <br />4/Sos <br />la <br />al <br />d <br />la <br />< <br />6 <br />SLAB -ON -GRADE <br />•• <br />4/SO6 3 4/S06 P2-2 <br />4/S06 <br />3 4/S06 <br />P2-2 4/SO6 3 <br />PER PLAN NOTE 1 <br />- <br />4 <br />P2-2 <br />6 507 6 PER <br />6 <br />S07 6 <br />PER 6 S07 <br />P2-2 <br />(ELEV. VARIES) <br />S07 <br />PER <br />4/SO6, <br />4/SO6, <br />PER <br />° <br />4/SO6 <br />SIM <br />SIM <br />4/SO6 <br />_ _ _ _ _ _ <br />tea•—_----- <br />---- -- ------------ <br />\ <br />SW EXTEND CONC.�SW <br />= EXTENDCONC <br />SW ° <br />SW <br />•"_ <br />6 WALL THRU <br />• WALLTHRU <br />" <br />I„ <br />DEMISING SPACE <br />, <br />eDEMISINGSPACE <br />Y <br />° <br />< • <br />15'-5Y2' <br />3' 10Y2 <br />3'-10 z„ ° <br />s <br />s <br />I <br />I <br />. <br />WALL, - <br />P16 <br />— <br />8 " <br />8 WALL <br />" <br />- <br />8" WALL <br />— <br />-- —— <br />a <br />r — <br />- <br />SLAB -ON -GRADE <br />a4° <br />SLAB -ON -GRADE .. <br />• <br />SLAB -ON -GRADE ° S07 <br />°° <br />PER PLAN NOTE 1 <br />PER PLAN NOTE 1 <br />4 PER PLAN NOTE 1 <br />° <br />< <br />(ELEV. VARIES) <br />ar ° ° <br />S07 (ELEV. VARIES) <br />S07 (ELEV. VARIES) •, • <br />r <br />° <br />° <br />SLAB -ON- RADE 14 <br />G <br />so7 I <br />1 <br />I <br />... <br />I <br />I <br />PER PLAN NOTE 1 <br />I <br />• <br />° <br />< <br />a s14 <br />07 <br />T.10Y2" _ <br />- 15'-5Y2 3'-10Yz" <br />3'-10Y" ", 95' SY" + <br />° ° . • , z .. I <br />B <br />-----Pi6 _.----- -- 1° <br />------P16 ---- --� <br />"----— — — — — — — — — <br />L-------J <br />L---- <br />).. <br />. . 1 <br />— <br />----, tro-.o <br />07 TO <br />— — <br />11 <br />r <br />.., <br />�074 <br />S <br />1 <br />15 <br />13 <br />S07 <br />13 <br />S07 <br />S07 <br />V\-\, <br />% <br />SLAB -ON -GRADE ;. 14 • I <br />S <br />S07 <br />�� SLAB -ON -GRADE 14 <br />"• S07 ° ° <br />14 ° SLAB -ON -GRADE <br />S07 <br />r <br />P1-2 — — — — — — Y <br />STEMWALL <br />m <br />• PER PLAN NOTE 1 •.., <br />• e <br />O.'L <br />PER PLAN NOTE 1 <br />< <br />C <br />, PER PLAN NOTE 1 <br />- <br />J. Q <br /><° <br />°�I. ° • <br />7 J AND FOOTING <br />_ _ PER <br />TO J <br />POST <br />io <br />ih <br />07 <br />•. .. 14 <br />_ / <br />° ° 4 a <br />_ ' I <br />e 14 <br />L <br />S07 SIM-------- — -- <br />SLAB -ON -GRADE <br />SLAB-OWGRAE <br />`; e . S07 • <br />" ° ° " S07 F <br />j S07 <br />;T° <br />PORCH <br />PORCH <br />,_11' 03/" 4'-2?z" 4'-0%" <br />4 <br />m <br />11'-1Y" 4'-2 2" 4 OY' <br />Y <br />4AYa' ° 4'-2Y" a 11'-1%" <br />° <br />STEP TOP OF CONC. STAIR <br />1 : ° ` ` ° °• L <br />' ° <br />• < <br />' <br />STEMWALL TO PER 19/S07 <br />• ° ^ _ .) <br />- " <br />fO,'Y pOL�LO�W.uTAIR S <br />. ° 8 <br />.y <br />• <br />6To - <br />--z <br />,. 6 - <br />z--- <br />• --- <br />6 <br />TO <br />S07 POST <br />5 STEMWALL <br />S07 POST <br />S07 <br />POST .p <br />7 1 <br />o AND FOOTING <br />S07 <br />L <br />-- <br />— <br />PER 1/507-------- <br />--- <br />�— ----� <br />—,- a <br />C <br />__----- <br />-----�— <br />� <br />-- <br />Y <br />T— <br />1 <br />--_-- <br />7 <br />P1-2 <br />J <br />'4 <br />II m <br />7 <br />P1-2 <br />^° <br />< <br />STEMWALL _ <br />'4 AND FOOTING <br />I " " 1 <br />L <br />P1-2 <br />70 <br />POST <br />r — — — — — — — <br />— <br />J <br />TO r <br />POST <br />-- <br />l <br />— <br />— <br />PER <br />1/S07 <br />J <br />— <br />-- I— <br />- • <br />TO <br />- POST <br />CONIC. STAIR <br />PER 19/S07 <br />— <br />SLAB -ON -GRADE <br />PORCH <br />CONIC. STAIR <br />PER 19/S07 <br />SLAB -ON -GRADE <br />PORCH <br />— <br />SLAB -ON -GRADE <br />PORCH <br />17 CONIC. STAIR <br />PER 19/S07 <br />Yz" <br />STEP TOP OF <br />STEP TOP OF <br />STEP TOP OF <br />STEMWALL TO <br />STEMWALL TO <br />STEMWALL TO <br />FOLLOW STAIRS <br />FOLLOW STAIRS <br />FOLLOW STAIRS <br />PER ARCH'L <br />PER ARCH'L <br />PER ARCH'L <br />11'4Y2" <br />T-11" <br />11'-5" <br />T-11" T-11" <br />11'-4Y2' <br />on <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />HOEDOWN <br />SIMPSON ANCHOR <br />REFERENCEI <br />CALLOUT <br />TYPE <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/SO6 U.O.N. <br />(3) CS16x48" <br />O <br />STRAP <br />_ <br />141S06 U.O.N. <br />O4 <br />NOT USED <br />VERTICAL <br />5 <br />HTS30 <br />— <br />BEAM TO POST <br />OSTHD14 <br />— <br />17/SO7 U.O.N. <br />O7 <br />HDU8-SDS2.5 <br />SB %"x24 <br />18/SO7 U.O.N. <br />FOUNDATION PLAN NOTES: <br />1 Slab -on -grade shall be 4" th ck u o n Slab shall be poured over vapor border placed over free -draining granular fill per <br />Geotechnlcal ReportOne or more of the following should be considered (but are not required) to control slab cracking: <br />• Fibrous atlmdure <br />• 6x6 W14xW1.4 WWM at center <br />• Control to Is <br />See Architectural Drawings for slab depression and slope requirements <br />2. P Aide Constructor/Control Joint in Slab per Architectural Drawngs Areas shall be approz mately square and 400 star less. <br />3 Bottom of Footings shall beset on competent property compacted Bearing Sall below Frost Depth <br />5. Anchor Bolts for Extedor Stud Walls shall be In accordance with P1 6 of the Shear Wall Schedule of VS06, u.o.n. <br />ENGINEERING P.S. <br />Z <br />0 <br />r Z <br />Q <br />J <br />Z <br />D <br />O <br />LL <br />_N <br />NN <br />LEGEND <br />sAGE.l1gnE <br />SX.X <br />DETAIL CALL -OUT <br />Sage Homes Northwest <br />9605 1911, Ave SE <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br />Suite <br />Everett, A 98208 <br />onn <br />s—c www.sa9eh m <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />r � <br />FOUNDATION WALL AND FOOTING <br />JOB NO.: <br />T-11' — — — — <br />22-447-02 <br />0 <br />BEARING OR SHEAR WALL ABOVE <br />PLOT DATE <br />OFOOTING <br />CALL -OUT SEE 2/S07 <br />09/02/202, <br />DATE: 09/02/2022 <br />SW STEP STEM WALL <br />SCALE: Ye" = V-0' <br />DRAWNBIDS <br />: <br />/ <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />0 1 a 4 8 16 S02a <br />