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Cn <br /> x O W < <br /> UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 r <br /> x <br /> V-6Y" r BYz' 1'-6v 1'_c 1'-Y2. 1'6Y2' r 021' r BYz" <br /> 16'-3„ 18'-3" 18'-3" 16'-3" <br /> x-� I <br /> F—I <br /> 4/606 3 4/SO6 P2-2 41SO6 3 4/306 g 2- 4/SO6 3 4/S06 P2- 4/SO6 3 4/SO6 2-2 4/SO6 3 4/SO6 <br /> PER 6 S07 g PER S07 g PER g S07 g PER g S07 PER <br /> 6 <br /> PER 4/SO6, 4/S06, 4/SO6, 6 4/S06, 6 S07 ER <br /> --------- ----------- SIM_ ---------- ----------- SIM— -------------------- —SIM ----------- ---------- —SIM ---- <br /> -� tom, ----_ _- --__- ____— __ _-__—_ -_ __ ___ _ <br /> SGI EXTEND CONC. ' ' - +: SW `EXTEND CONC. _ SW EXTEND CONC - - - "`SW FUCTEND CONO ' < SW <br /> < •' - _' WALLTHRU: < • < - f WALLTHRU < ,-` < -.- WALLTHRU _ _ < I WALLTHRU _ _ <br /> DEMISING SPACE - ' ` < DEMISING SPACE - .I DEMISING SPACE < - ( I DEMISING SPACE ' <br /> ENGINEERING P.S. <br /> -...� < 8"WALL , , 8"WALL' - ., 8"WALL i 8"WALL <br /> • <br /> 7 nl 4 al hI al la al 7 as <br /> w I - - SLAB-pN-GRADE - ' _ SLAB-ON-GRADE < - I SEAS-ON-GRADE -I I SLAB-ON-GRADE ° f <. SLAB-ON-GRADE I I N <br /> PER PLAN NOTE 1 4 PER PLAN NOTE 1 4 PER PLAN NOTE 1 4 _ PER PLAN NOTE 1 4 - _ PER PLAN NOTE 1 oescRirrroN onre <br /> - (ELEV.VARIES) S07 (ELEV.VARIES) < S07 I I (ELEV.VARIES) - S07 (ELEV.VARIES) —ITSETcl-co s oerozaon <br /> REN mme Ow9pl]OR9 <br /> rq IIII IIII - ,' ..: I , '- , I :: I _ I .' I, ` I I _ _ � ,` t •I ::: I m <br /> �I : I •. - _' •" I I I I" I I I < « F < , I I - - , r I I a <br /> If <br /> I is <br /> 15•-5,: <"3'-10y" 3'-10Y�' 15'-5Ys' - - x < 15'-SYz' 3'-10Yp'. 3'-1oY2, <br /> is <br /> o' �. � �I I5. I ) ''j / , < 'o -_ < � „ I - l- I I -•I o I �I �: o I Q <br /> I O 13 • 1 ° n /' 13 � .0,. - ` - O";. • 13 <.I .. I 13 <br /> I, hI 0 Q <br /> S07 _ • , so7 `/" S07 - s07 so7_ — <br /> — <br /> T• _ �. — z <br /> < <br /> --- <br /> SLAB-ON-GRADE 14 ,-� _ 14 SLAB-ON-GRADE + 't- 6LAB-ON-GRADE --- 14 I- —1—i— L= 14 SLAB-ON-GRADE - <•14 SLA&ON-GRADE <br /> PER PLAN NOTE 1 S07 S07 r pER PLAN NOTE 1 ^` d ) PER PLAN NOTE 1 S07 _ S07 pER PLAN NOTE 1 'l - S07 PER PLAN NOTE 1 LL <br /> W S07 r - r l - 7--J - <br /> 7 S07 L a so7IJ <br /> so7 so7 <br /> so <br /> _� <br /> 4'-2Yz" 4'1 4 4-41 4-2Yz' 11'-1%a" 4'-0Ya .-4'-2Yz• 11'-Os/a' h r. <br /> -J• L--- - �J J L-- - J t <br /> j V '. -- I- LLB <br /> •I <br /> t < 9 Cn <br /> -..'L -_ — 11 <br /> J -� a < 15 a` - L__ _'J -- L—<—J < -J I §- 15 (--- 7_JI.' N <br /> —a S07 salas <br /> - a'. <br /> .. — O <br /> ?HWN <br /> — — --- ---2 P1- P1-2 <br /> 6 - 7 SLAB-ON-GRADE 7 6 7 7 7 SLAB-ON-GRADE 7 6 7 SLAB-ON-GRADE 76TO07 TO PORCH TO S07 TO TO 907 TOPORCH TO S07 TO PORCH TO S07 TOPOSTPOST POST POST POST POST POST POST POST POST O ECOTING THICKEN FOOTING THICKEN FOOTING THICKEN FOOTING THICKEN FOOTING 2N FOR HOLDOWN FOR HOLDOWN FOR HOLDOWN FOR HOLDOWN N 0) <br /> 2 LT 2 ANCHOR BOLT ANCHOR BOLT 2 ANCHOR BOLT 2 ANCHOR BOLT 2 LU m <br /> (PROVIDE 3" (PROVIDE W (PROVIDE3" (PROVIDE 3"CLEAR MIN) CLEAR MIN) CLEAR MIN) CLEAR MIN)T-11" T-11" 11'-5' 11'-5' T-11" T-11" w <br /> Y) <br /> i <br /> O <br /> i <br /> Cz <br /> 2 <br /> EQUNDATION PLAN NOTES: LEGEND SAGEI10MF55 <br /> 1. Slabon-grade shall be 4"thick,u.o.n.Slab shall be poured over vapor barrier place over free-dralnirg granular fill per +o•r w <br /> Geotechmoal R.P.I.One or more of the following should be considered(but are not required)to control slab cracking: <br /> HOLD DOWN SCHEDULE Sage Homes Northwaat <br /> • Fibrous admixture, SX.X DETAIL CALL-0UT <br /> SIMPSON DETAIL 6x6 W1.4xW1.4 WNM at center 95D519th Ave SE <br /> PLAN SIMPSONANCHOR • Control joints Suite 118 <br /> HOLDOWN REFERENCE/ ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 Everett,WA 98208 <br /> CALLOUT TYPE BOLT TYP NOTES See Architectural Drawings for slab depression and slope requirements.g p www.saaft,WA snw.com <br /> OS 16x4" — 14/SO6 U.O.N. 2. Provide Construction/Control Joint in Slab per Architectural Drawings.Areas shall be approximately square and 400-sf or less. SLAB-ON-GRADE PER PLAN NOTE 1 <br /> 3. Bottom of Foofings shall be set on competent,properly compacted Bearing Soil below Frost Depth. <br /> O (2STRAPSB" — 14/SOB U.O.N. 5. Anchor Bolts for Exterior Stud Walla shall be in accordance with P1-6 of the Shear Wall Schedule of 1/S06,u.o.n. r , FOUNDATION WALL AND FOOTING JOB NO.: <br /> O (3)CS16x48" — 14/S06 U.O.N. ————J 22-447-02 <br /> STRAP 0 BEARING OR SHEAR WALL ABOVE <br /> O NOT USED PLOT DATE <br /> OFOOTING CALL-OUT SEE 2/807 09/02/2022 <br /> O VERTICAL _ BEAM TO POST DATE: 09/02/2022 <br /> HTS30 SW STEP STEM WALL <br /> SCALE: Y4'=V-0" <br /> z 6 STHD14 — 17/S07 U.O.N. <br /> HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BIDS <br /> OHDUIISDS2.5 SB 1x30 18/S07 U.O.N. CHCKD: RMH <br /> SHEET NO.: <br /> 4 6 S02 <br /> L <br />