Laserfiche WebLink
w, <br />zl <br />J <br />UNIT 21 TA <br />�I <br />1 6/ _ 11'-6%" <br />1 1KIIT ')n <br />1'-6%"_� /-1'-6%2' <br />1 1KIIT -1f1 <br />1'-6Y2"-\ /—V-6%" <br />1 IKIIT .14 <br />16-3" 1116'-3" <br />16'-3" <br />16'-3" <br />3 4/S06 <br />4/S06 3 4/S06 <br />4/S06 3 4/S06 <br />4/S06 3 4/S06 <br />P2-2 <br />PER <br />PER <br />P2-2 <br />PER <br />P2-2 <br />PER <br />S07 6 <br />6 S07 6 <br />6 S07 6 <br />6 S07 6 <br />P2-2 <br />4/S06, <br />4/S06, <br />PER <br />S> <br />SIM <br />4/S06 <br />—SIM <br />° <br />a <br />a <br />— <br />°d <br />EXTEND CONC. <br />EXTEND CONIC <br />d EXTEND CCONICa <br />SW° <br />SWSV <br />WALL THRU <br />aa <br />da <br />° WALL THRU <br />Q <br />°° Qd ° <br />SPACE <br />Q n Q d° DEMISING SPACE <br />a <br />DEMISING SPACE <br />° <br />° �. <br />do <br />a <br />dd <br />'REMISING <br />° <br />a I <br />d °a <br />a <br />aQ <br />ad <br />d <br />Q <br />ad <br />a <br />a <br />a <br />° <br />a <br />aQ <br />° <br />d <br />°a <br />Q° <br />° <br />Q <br />WALL <br />d <br />Q <br />� <br />QWALL <br />d <br />Q <br />° <br />' WALL <br />III <br />°. <br />° ° <br />14'Q a <br />Q ° <br />°e <br />° <br />a <br />° <br />Q <br />a <br />a <br />O <br />d ° <br />O a <br />° <br />° <br />° <br />Q ° a <br />ea <br />a °, <br />a <br />Q d <br />a <br />aA°. <br />S707 <br />PLAN N <br />Q <br />SLAB - <br />Q T <br />PLAN NO <br />dama° <br />Q <br />a °° <br />SLAB -ON -GRADE <br />qAB-ON-GODE1 Qa <br />PER PLAN NOTE 1 <br />° <br />dn° <br />d SLAB-ON <br />1 <br />EON-GRADE1PER a <br />PER PLAN NOT <br />E <br />Qa <br />- <br />ow <br />LEV.VARS <br />S07 (ELEV.VARIES) <br />° <br />S(ELEV. <br />0a(ELEV.d <br />d <br />° d ° <br />d <br />d Q <br />d <br />a° <br />d <br />a ° a <br />d <br />1 <br />a a <br />° <br />° <br />a <br />° <br />d <br />° ° a <br />w m ° <br />aQ° <br />CaO <br />Q <br />. d Q <br />� <br />8 d <br />dC4 <br />Qa <br />°d e ° <br />°d <br />Q <br />° a <br />da ° <br />� <br />a <br />a Q a <br />Qa <br />Qa <br />°a <br />d <br />Q <br />a <br />Q <br />4 4° <br />° <br />°a <br />°a <br />° <br />° <br />e Q <br />° <br />14 <br />Q Qa <br />a <br />°a <br />°a <br />15'-5/2�3'_0/2 <br />a <br />oa <br />Q <br />3'_10 2 15 5 <br />_ /2� <br />2 <br />3_10/2� <br />15'-5/2 <br />d <br />° <br />a <br />° a d <br />6 a <br />a <br />P <br />a <br />66 <br />a .. ° <br />a <br />°QQ° <br />id <br />aD <br />6d <br />a a <br />6 a <br />4 4 <br />° <br />6T, <br />. <br />_ <br />^°aaQ <br />— <br />d = <br />0 m <br />0^ <br />O <br />° <br />as <br />ad <br />= <br />Q <br />° ° °° <br />o <br />Q <br />° <br />13 <br />d <br />Q �a <br />S07 <br />° <br />S07 a <br />° <br />d° <br />da <br />07 d <br />° <br />° d <br />aa <br />a <br />Q°° <br />° <br />. <br />m <br />Oaa <br />ZADEQ 14 <br />SLAB -ON -GRADE <br />SLAB-ON-GRADE 149 <br />SLAB-ON-GRAD <br />EQ <br />1 <br />PER PLAN NOTE 1 <br />S07 <br />PER PLAN NOTE 1 <br />PER PLAN NOTOTE E 1 p <br />d. <br />aa <br />° <br />a.a <br />d <br />° <br />a° <br />1""' <br />a C <br />° <br />�° <br />a a° <br />d <br />° <br />� �Q <br />° ° ° <br />° <br />° a <br />a1Q8- <br />6 <br />1 <br />aaa° PEd <br />° <br />° ad <br />S <br />Q <br />d <br />°Q 14 ° <br />° <br />°Q d <br />Q14 <br />Q° 4 <br />° °d <br />a <br />0oaP°° 7aOT <br />p S0 <br />a a <br />Q <br />\ °a <br />I <br />4'-0/a / 2 s ° <br />4'-0/a <br />Al1 ga <br />4'-0/° 2/a Qll -0 J/a <br />° <br />°' <br />a <br />° <br />a <br />Q d <br />a° <br />—4-01/a <br />aa aB.S <br />d°° <br />°a <br />° a <br />a ° <br />d <br />a°Q <br />Q <br />5=O <br />dTOQa <br />7Q° <br />15 S07 <br />POST <br />POST <br />S07 ° <br />POST dT <br />fa <br />S7 <br />aa�I 7 <br />07 d a <br />7°° <br />Qa <br />°° <br />.°a <br />°7 9 <br />aa <br />a a ° <br />�ad <br />Q <br />➢ <br />r <br />STEWALL <br />F <br />SgTMW. <br />I I <br />m <br />ALQLQ <br />+ <br />IAND <br />P2 <br />P1 <br />2 <br />a_m° <br />FOOTING ° <br />PER 1/S07 <br />POST <br />TO <br />POST <br />I° <br />AND FOOTING <br />PER <br />d <br />1/S07 LTO <br />7 <br />TO <br />POST <br />LAB-ON-GRSLAB-ON-GRADE <br />CONC. STAIR <br />CONSTAIR <br />SLAB -ON -GRADE <br />SLAB -ON -GRADE <br />ONC. STAIR <br />PORCPORCH <br />PER 19/S07 <br />PER 19/S07 <br />PORCH <br />PORCH <br />PER 19/S07 <br />SeTdEa <br />PTOPOF <br />STEP TOP <br />STEP TOP OF <br />NC. STAIR <br />STEMWALL TO <br />STEMWALL TO <br />STEMWALL TO <br />PER <br />19/S07 <br />FOLLOW STAIRS <br />FOLLOW STAIRS <br />FOLLOW STAIRS <br />PER ARCH'L <br />PER ARCH'L <br />PER ARCH'L <br />Ile <br />11'-5" <br />7'-11 " <br />7'-11 " <br />11'-4Y,' <br />HOLD DOWN SCHEDULE <br />SIMPSON <br />DETAIL <br />PLAN <br />SIMPSON ANCHOR <br />HOLDOWN <br />REFERENCE/ <br />CALLOUT <br />BOLT TYP <br />TYPE <br />NOTES <br />CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />(2)CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAPS <br />(3) CS16x48" <br />O <br />14/S06 U.O.N. <br />STRAP <br />ONOT <br />USED <br />VERTICAL <br />5 <br />BEAM TO POST <br />HTS30 <br />OSTHD14 <br />17/S07 U.O.N. <br />OHDUB-SDS2.5 <br />SB %"x24 <br />18/S07 U.O.N. <br />FOUNDATION PLAN NOTES: <br />1. Slab -on -grade shall be 4" thick, u.o.n. Slab shall be poured over vapor barrier placed over free -draining granular fill per <br />Geotechnical Report. One or more of the following should be considered (but are not required) to control slab cracking: <br />• Fibrous admixture <br />• 6x6 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-sf or less <br />3. Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth. <br />5. Anchor Bolts for Exterior Stud Walls shall be in accordance with P1-6 of the Shear Wall Schedule of 1/506, u.o.n. <br />LEGEND <br />DETAIL CALL -OUT <br />SX.X <br />P1-X ANCHOR BOLTS FOR SHEAR WALL ABOVE PER SCHEDULE OF 1/S06 <br />SLAB -ON -GRADE PER PLAN NOTE 1 <br />FOUNDATION WALL AND FOOTING <br />0 BEARING OR SHEAR WALL ABOVE <br />xx FOOTING CALL -OUT SEE 2/S07 <br />SW STEP STEM WALL <br />HOLD-DOWN TO WALL ABOVE PER SCHEDULE ON PLAN <br />0 1 2 4 5 <br />/4"=1'=0" sense ■ <br />16 <br />rVT,J <br />^ <br />y <br />� <br />V <br />W0 <br />0 <br />x <br />z„ <br />x <br />z <br />H <br />� <br />BTT <br />ENGINEERING P.S. <br />MODMUOW�Ma�oa�aa <br />ONd <br />3TASSI <br />Z <br />565666 <br />`°To�aaL�G� <br />daldzlzdzz <br />Revision Schedwe <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />0 <br />Z <br />Q <br />0 <br />Z � <br />O <br />LL <br />X <br />I� <br />t\ <br />,w <br />C <br />� <br />O <br />O C <br />L <br />C <br />i <br />O <br />z <br />U) <br />to <br />O <br />> <br />O <br />LLI <br />W <br />W <br />i <br />0 <br />Cz <br />2 <br />SAG I OM <br />T <br />u o a IT5 T w e <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0.. <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S02b <br />