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UNIT 21 �I UNIT 20 <br />�I <br />""Yz' <br />UNIT 19 <br />UNIT 18 <br />- <br />o <br />06 <br />4S� <br />4SIM� <br />4SIM- <br />---------- <br />-------------------- <br />--------- <br />- <br />------- <br />------- - <br />' <br />EXTEND CONC. <br />"SW' <br />- EXTENDCONC. <br />SW <br />` <br />EXTEND CONC.' <br />SW <br />• <br />., <br />- <br />• <br />WALLTHRU 1 <br />DEMISING SPACE <br />. <br />WALL THRU <br />DEMISING SPACE <br />WALLTHRU <br />DEMISING SPACE <br />I <br /><.. <br />.` K <br />a ' <br />, .: 8:, WALL <br />- <br />i i 8" WALL <br />,. 8" WALL <br />i. _ <br />• ,: <br />wl <br />Iw <br />w <br />' Iw <br />< • <br />°• <br />AB -ON -GRADE <br />PLAN NOTE 1 <br />I <br />4 <br />'. <br />PERNOTE1 <br />[�SLA-ONSE <br />..- <br />4 <br />SLAB -ON -GRADE <br />PER PLAN NOTE 1PER <br />SLAB-ON-GRADEiR <br />PLANOTE1 <br />VARIES) <br />ELEV. VARIES) <br />S07 <br />(ELRIES) <br />S07 <br />(ELEV. VARIES) <br />• <br />S07 <br />(ELEV. <br />3'-10Yz 1 3'-10Y2' ° , < 15 5Y2 - F , 5'-6Yz" - 3.10Yz" 3'-10; <br />f I I I <br />1- <br />I <br />I <br />13 13 I <br />-., �,I, , •,•raj`\. I .. ;I I <br />I <br />OTE 1 I PER PLAN NOTE 1 PER PLAN NOTE 1 �� : -I /. - PER PLAN O <br />USE^� 14 SLAB -ON -GRADE I� 1- -- SLABAN-GRADE 14 I. I - 14 SLAB-0N-GRADE - I <br />S07 , S07 < \ S07 S07 <br />TE 1 <br />I I I I <br />a <br />14 <br />I I <br />-- y a'-2,,z" i a0'd' k a'-D<" i 4'-2Y, ,r-1Y:' ,r-,Y,', so7' 4'-oY;' ,I a'-oY;' a'-zYz" ,r'-o'/4" <br />J <br />- I -- U _ J L'-- - -- J <br />-- - <br />-- <br />TO I - TO 8 I' 8 TO - - -, '-I 1-`- - - 1 . ' TO B <br />POST POST ° ° SQ7 - , - b POST - <br />so <br />307 15 507 <br />4 v so7 4 7• 7 §. 1 1 7 <br />----- L— —= — =� — -- — — ----- <br />7 <br />I I- � EM ALL � F- -, STEM ALL , r ) 1- <br />-,,I IL 7 7 AND FOOTING L 7 <br />W AND FOOTING f4 <br />R1/S07 "' - -- ---� TO TO L- ---- PER 07 - -- -- TO <br />r R i/S <br />J POST POST I' '�C - _ . ..: J POST <br />f�`CONC. <br />-- - - - - ----- - - <br />ONC. STAIR CONC. STAIR CONC. STAIR <br />SLAB -ON -GRADE SLAB -ON -GRADE SLAB -ON -GRADE SLAB-ON-GRADEPORCH PORCH PER 19/S07 PER 19/S07 PORCH PORCH PER 18/S07 <br />STEP TOP OF STEP TOP OF STEP TOP OF <br />STAIR STEMWALL TO STEMWALL TO STEMWALL TO <br />PER 191S07 FOLLOW STAIRS FOLLOW STAIRS FOLLOW STAIRS <br />PER ARCH'L PER ARCH'L PER ARCH'L <br />4/SOB <br />HOLD DOWN SCHEDULE <br />PLAN <br />SIMPSON <br />SIMPSON ANCHOR <br />DETAIL <br />CALLOUT <br />HOLDOWN <br />BOLT TVP <br />REFERENCE/ <br />TYPE <br />NOTES <br />Oj <br />CSTRAP„ <br />-- <br />1aS08 U.O.N. <br />O <br />(2)CS18x48° <br />_ <br />14/SOS U,O.N. <br />STRAPS <br />O <br />(3) CS18x4v' <br />_ <br />14/S0e U.O.N. <br />STRAP <br />ONOT <br />USED <br />O <br />VERTICAL <br />- <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />- <br />17/1307 U.O.N. <br />O7 <br />HDU8SDS2.5 <br />SB2/a"x24 <br />18/S07 U.O.N. <br />FOUNDATION PLAN NOTES: <br />1. e-an-gre ea a e4'thick, u.o.n. le e e pouro over vaporbonierpace over fires -draining granular per <br />Gectschniwl Report. One or more of the following should ba considered (but are not required) to control slab cracking: <br />• Fibrous admlxlure <br />• 64 W1.4xW1.4 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-of or lase. <br />3. Bottom of Footings shall be sat on competent, properly compacted Bearing Soil below Frost Depth. <br />5. Anchor Bolts for Exterior Stud Wells shall be in accordance with P1-6 of the Shear Well Schedule of 1/SO6, u.o.n. <br />z <br />_O <br />H- Z <br />aQ <br />Z <br />0 <br />x <br />FE <br />r <br />c 3 <br />O <br />rn 0 <br />c <br />m Z <br />N0 <br />> O7 <br />UJ <br />-0 rn <br />LLJ <br />O <br />-0 <br />E. <br />Cz <br />ON <br />LEGEND%%jSAGC <br />hOMPS <br />DETAIL CALL -OUT <br />Sag. Humes Northwest <br />95051 gth Ave BE <br />ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/SO6 <br />Su <br />Everett,WA198208 <br />.aagehamesnw.com <br />SLAB -ON -GRADE PER 1-11 NOTE 1 <br />FOUNDATION WALL AND FOOTING <br />JOB NO.: <br />p' 11'•5" 11'-5" T-1," 7•11" 11'4Yz" � - - - - J <br />22-447-02 <br />0 BEARING OR SHEAR WALLABOVE <br />PLOT DATE <br />OFOOTING <br />CALL -OUT SEE 2/S07 <br />09/02/2022 <br />DATE: 09/02/2622 <br />SW STEP STEM WALL <br />SCALE: V = 1'-0" <br />DRAWN: BIDS <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />CHCKD: RMH <br />I,a'a_c _ a le S02b <br />