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I-a U <br /> J� Vw'�J�I 2p2p2pq A <br /> <: UNIT 13 UNIT 12 UNIT 11 UNIT 10 cxi� p~ � <br /> r-6Y{ "'Y2. V-022^ r-6Y^ V-022^ r-6Y^ r�Y^ r-6Y" Z <br /> 4/SO6 P2-2 4/S06 3 4/SO6 P2-2 4/S06 3 4/SO6 P2-2 4/S06 3 4/SO6 P2-2 4/SO6 3 4/SO6 <br /> 6 PER 6 S07 6 PER 6 S07 6 PER 6 S07 6 PER 6 S07 6 P22 BTL <br /> 4/SOB, 4/SOB, 4/SOB, 4/SOB, PER <br /> ---- _SIM— -------------------- —SIM— _---------------__-- —SIM— __------__ -----__--- sIM_ _----____— 4/SOB <br /> -- ———— — — ---- — — -- — — — <br /> ---- � ° _, •° LT ..,• ENGINEERING PS. <br /> ° SW 'EXTEND CONIC. ' . SW EXTEND CONC. "sW = EXTEND CONIC. " ^^ _ SW' EXTEND CONC. r SW <br /> WALLTHRU f WALLTHRU _ ,. ° ° °WALLTHRU ° , ° I ,`WALLTHRU <br /> " DEMISING SPACE' DEMISING SPACE ^ ° DEMISING SPACE `" °^ _ DEMISING SPACE T. <br /> ° <br /> a <br /> . ° <br /> 4 t <br /> HOLD DOWN SCHEDULE ` z <br /> °8"WALL: 8"WALL 8"WALL - ° 8"WALL <br /> ° SIMPSON DETAIL <br /> ` PLAN SIMPSON ANCHOR <br /> to P °Ire - a rc rc , - , t b .., REFERENCE/- b HOEDOWN CFJ <br /> ° <br /> ° • _ - a CALLOUT BOLT TYP <br /> ' r a <br /> 11 TYPE NOTES <br /> ° <br /> "< , so7 Cs16x43' <br /> ° <br /> ,r , , " ° "' — 14/SO6 U.O.N. <br /> L p . a •. , •,. °° _ : STRAP aPERMIT rvM nozs <br /> • I SLAB-ON-GRADE ° ° ° SLAB-ON-GRADE - SLAB-ON-GRADE _ ° J ° SLAB-ON-GRADE ° ° MoasTs 1111noro, <br /> 4 PER PLAN NOTE 1 - 4 PER PLAN NOTE 1 4 PER PLAN NOTE 1 _ 4 PER PLAN NOTE 1 (2)CS16x48" — <br /> I O 14/SO6 U.O.N. <br /> S07 (ELEV.VARIES) , �° SO7 (ELEV.VARIES) S07 (ELEV eVARIES) S07 (ELEV VARIES) ,.. STRAPS <br /> 1 ° , ° o ^ P ^ °• ro O (3)CS16x48" — 141S06 U.O.N. <br /> NOT USED <br /> STRAP <br /> l a O4 <br /> r I' z <br /> ° °° °°°... °°: „ °'° °°° •° ) ;I ,° ° .° �, O VERTICAL <br /> HT380 L — BEAM TO POST <br /> " , 15 5Y" °• 3'-10Yz 3-10%i' _ 15 SYi 15'-5%i' T-10%z' '3'-10Y2_ <br /> 6+... ° a 8 -6. " , . 6 , 6 ° ••,8 O STHD14 — 17/SO7 U.O.N. Z <br /> jas P1-6 — — _ P1-6 a — — -- PH 5 18/S07 U O N-- a — -- __— <br /> _ 4I ' -a J — ——— j{` -" DU8 SDS2. SB/e'x24 <br /> O <br /> 13 -^ '+ I —m ° 13 13 � --' b _m 13•° O <br /> a• I I � so7 • so7 �°� I'" - so7 � so7 I I <br /> T - LL <br /> Y. <br /> 14 + 14 14 <br /> °•so7° I so7 ° s07 so7 <br /> GRADE SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE SLAB-ON-GRADE <br /> as p • <br /> I °1 I <br /> JOTE 1 ° PER PLAN NOTE 1 PER PLAN NOTE 1 °., PER PLAN NOTE 1 PER PLAN NOTE 1 '°. <br /> J L L <br /> a l I. r T °1 I P •, 'I I �— f <br /> •14 14 14 14 <br /> SO so7 so7 so7 1 <br /> °. I ° ° as I . - ° 1a I <br /> t I I° °I 4 00 <br /> -1 11'-1 4' °..4'-0 4-0 4=• 11'-1 11'1 4- 4'-0 4-0•" e4'-° °•11- <br /> 3 <br /> Ya Ya ° � Y4 Y4 ° 2Ys" Y4 Ya � �'°° Y Y4 2Ys" /a <br /> d „ <br /> I <br /> • I I . I� I°= dI <br /> p <br /> I° l P O <br /> y <br /> a a } ------- -------� f ------- r-------� et c a� <br /> ° ° °d I; •, ° L I - - I I I I I° °..I I - -_ I I � 3 <br /> O rn t <br /> '1I 9I Ie as 1 oI T <br /> Imo_ — _—°J 15 L— _ ----J N Z <br /> — <br /> ———— — — ——————— —— J —— ——————— — — ——————— —— J —— ———————— <br /> P1-2 Pi-2 P1-2 O O <br /> 7 7 7 7 7 7 7 7 7 � � 2 <br /> TO TO S07 TO TO S07 TO TO S07 TO TO S07 TO j <br /> POST POST POST POST POST POST POST POST POST FOUNDATION PLAN NOTES: LU td <br /> 1. Slab-on-grade Shall be 4"thick,u.o.n.Slab shall be poured over vapor bam sr placed over free-draining granular fill per � In <br /> Geotechnlcal Report.One or more of the following should be considered(but are not required)to control slab cracking: W <br /> • Fibrous ad ndure <br /> • 6x6 W1 4xW1 4 MM at center (n <br /> • Control joints <br /> See Architectural Drawings for slab depression and slope requirements. 0 <br /> 2. Provide Construction/Control Joint in Slab per Architectural Drawings.Areas shall be approximately square and 400-sf or less. L_ <br /> Cz <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 /> LEGEND sa�erloMEs <br /> W N�..�w� <br /> z <br /> SX.X <br /> XX DETAIL CALL-OUT Sage Homes Northwest <br /> Q9505 1911,Ave SE <br /> P7-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 Suite 118 <br /> Everett,WA 98208 <br /> T-11" 1 V-5" 11'-5" T-11" T-11" 11'4Yz" www.sagshomesnw.00m <br /> SLAB-ON-GRADE PER PLAN NOTE 1 <br /> r � <br /> FOUNDATION WALL AND FOOTING JOB NO.: <br /> 22-447-02 <br /> 0 BEARING OR SHEAR WALL ABOVE <br /> PLOT DATE <br /> OFOOTING CALL-OUT SEE 2/S07 08/29/2022 <br /> SW STEP STEM WALL DATE: 08/29/2022 <br /> SCALE: Ye"=V-O" <br /> / HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BDS <br /> CHCKD: RMH <br /> SHEET NO.: <br /> ° 4 9 e S02b <br /> /4"=I'-° <br />