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-a U <br /> Q W 3 <br /> 6� <br /> I <br /> c=il U s <br /> UNIT 17 UNIT 16 UNIT 15 y UNIT 14 � <br /> z � <br /> Ya" Ya" <br /> 1'-BYz' "'Y. 1'-BYz" 1'•BYz� '-8" 1'�" 1'-6Yz' � T-6Yz" n <br /> 16'-3" 16,_3" ig,_3„ <br /> 4/SO6 3 4/SO6 2-2 4/806 <br /> P2-2 6 S07 g PER g BTL <br /> /SO6, <br /> PER 4 <br /> 4/SO6 SIM <br /> --- - - -_--- — ENGINEERING P.S. <br /> SW; f EXTEND CONC. <br /> WALL THRU <br /> I - DEMISING SPACE T' <br /> 7 ,SI < ` ' • ;� ° HOLD DOWN SCHEDULE <br /> I S07 < _ • , g"WALL <br /> SIMPSON DETAIL <br /> °P tq . • - a Ra ` rq•, _ PLAN HOEDOWN SIMPSON ANCHOR REFERENCE! <br /> CALLOUT TYPE BOLT TYP NOTESma„ m" <br /> - • _ < ` A PEbCPoT ON OFTE <br /> - I'': • CS18x48" - rt asuanozz <br /> 4l306 ` •` O STRAP 14/SOB U.O.N. n.c7v commEN7s av <br /> 4 - - ` - naviswNs <br /> g d SLAB-ON-GRADE = SL (2)C518x48" <br /> 4/SO6 3 41S06 P2-2 4/S06 3 4/S06�41 <br /> O6 3 P2 2 PER PLAN NOTE 1 4 PE O -- 14lSOB U.O.N. <br /> -2 g S07 g PER g S07 g S07 , (ELEV.VARIES)PER - S07 (E STRAPS <br /> PER 4/508, 4/ER <br /> SOB < •` - < , - - (3)CS16x48" <br /> 4/SOB ---------- —SIM - 14/OB <br /> — --------- — --------- ------ , <br /> ----- O STRAP S U.O.N. <br /> _ < WALL THRU — e --- -WALL THRU NOT USED <br /> , DEMISING SPACE _.. ° - DEMISING SPACE - '1 < ° < i< - •. O VERTICAL _ BEAM TO POST z <br /> SW SW EXTEND CONC SW - EXTEND CONC. SW ' <br /> HTS30 <br /> -10Yz' 15'-5Yz" 15 <br /> STH 4 17/307 U.O.N. � z <br /> S"WALL , < 8"WALL II. W WALL 'I < —— —— —— ———— — —— —— - HDUB SDS2.5 SB 7/a'x24 18/S07 U.O.N. Q <br /> ' g• _ 8 < �8 Di <br /> , <br /> z <br /> Pi-g 1 <br /> r <br /> O <br /> 7 a d aI `a •a I' lr O <br /> j S07 <br /> I I <br /> N LL <br /> SLA-ON-GRADE - SL�G=RADE' - SLAB-ON-GRADE , - I <br /> ' PER"PLAN NOTE 1 4 ` PE 4 PER PLAN NOTE1(ELEV.VARIES) 507� (E S07 I_ I - _ (ELEV.VARIES) < JM4._ <br /> 1a <br /> S07 /� SLAB-ON-GRPLANN( <br /> �„ '< S07 <br /> 3'-10Yz'• 3'-10Y2 - < -5Yz15-5Yz :- -3-10 4-2Yz',I '-1Ya 11'-1Ya"— <br /> `/ <br /> 11 <br /> ob <br /> r— <br /> 13 <br /> S07 -- -- ,_ S07 �1_ ° o ° S07 <br /> f-- ----� C n Z <br /> 01 <br /> ` SLAB-ON-GRADE S07 .�i_. _ 14 <br /> , S07 _L S07 SIM _ <br /> �• LAB-ON-GRADE J SLAB-ON•GRADE -" 7 7 7 <br /> F PER PLAN NOTE 1 - ° -j = _ PER PLAN NOTE 1 •' I _ PER PLAN NOTE 1 <�� I� I- TO 507 TO TO <br /> 6 = �.77 r - ---�{ - - _ °r�/ POST POST POST FOUNDATION PLAN NOTES: LLJ <br /> _ '4 - Sleb-q rade shall be 4' u o n ab sha oared aver va or bamar p aced over free-dra-draining granular per (n <br /> rQ 307 ,•. --- -_- -< - T Y - - _ - -- d �-� Geotedm wl Repan.One ar more of the following should be considered(but are not required)to control slab cracking. sUj <br /> _` Y 14 < "` 14 Fibrous admodure <br /> SD7. T SD7 Sol T exe w1.a Nn 4 w MA a Amer <br /> I <br /> 171� I= <br /> 11'-Oa/� �I 4-2Yz" 4'-OYa'' 4 OYa 4-22' - 11'-1Y4" 11'-1Ya L.4'-2Yz' 4-OYi" '' Controilo nts L <br /> See Architectural Drawings for slab depression and slope requirements. <br /> r <br /> J L —'/— —J I 2. Provide Construction/Control Joint in Slab per Architectural Drawings.Areas shall be approxmately square and 400-sf or less. L <br /> , <br /> F-__ __ � F- __ � J F r 3. Bottom of Footings shall be set on competen properly compacts eanng Soilbelow FrostDepth. <br /> °I I ' <br /> 5. Anchor Boils for Exterior Stud Walls shall ben accordance with P1-6 of the Shear Wall Schedule of 1/806,u.o.n. <br /> L—_-- j— -- 15 /---< — —J �'-- --- -- <br /> _-- ——— -- T`` L -- ---- — — — ————— -- L—� SAGEFIOMFS <br /> EPI 2 LEGEND „a..„ 4s7 <br /> 7 7 7 7 7 6 7 Ya j <br /> TO 307 TO TO S07 TO TO S07 TO XX Sage Home.Northwest <br /> POST POST POST POST POST POST V SXJC DETAILCALL-Ol1T <br /> E• 9505191h Ave BE <br /> P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 Everett)WA198208 <br /> 11'4Yj' T-11" 7'-11" 115 1V-5" T-11" T-11" 11'-5" 11'-5"— www.sagehomesnw.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-OUTSEE 2/S07 08/29/2022 <br /> SW STEP STEM WALL DATE: 08/29/2022 <br /> SCALE: Y4"=1'-0" <br /> <" DRAWN: BDS <br /> /' HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br /> CHCKD: RMH <br /> SHEET NO.: <br /> 0 <br /> 2 4 8 I6 S02 <br /> a <br />