7027 RAINIER DR E 2023 Plans 2024-09-25

NRITTEN DIMENSIONS ON THIS DRAAIN6 SHALL HAVE PRECEDENCE OVER SCALED DIFENSIONS. CONTRACTOR 514ALL VERIFY ALL Oil 1ON5, COND111045, ETC. FERTAININ6 TO THE NOW BEFORE PROGEEDIN5. THE DARER H15T 5E NOTIFIED OF ANY VARIATION5 FROM THE DIMEN510N5 AND/OR CONDITIONS 5HONN ON THESE DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE OhCER PRIOR TO PROCEEVING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT RILL RE5PON51BILITY FOR THE 005T TO RECTIFY SAME. rm 4 a m I E.W Aev.l I I I I I I I I I I I I I I I I I N t PLAN IT5& 20'-O" 9'-1" 104" I I I f I I I I I I I 4" GONG. SLAB ON I 4" GRAVEL FILL ON COMPACT EARTH, VJ/ 6 MIL VAPOR BARRIER. I URNI1O�ER ENTIRE N I I(HEATED AREAS) I I I I I I I I I I � I I I r I I I I EARTH I I 4" GONG. SLAB ON 4" GRAVEL FILL ON I COMPACT I SLOPE I/4"/FT. •4 STUB STEEL F- 1 7 ®18" O.G. MAX. I r------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I f 4" GONG. SLAB ON 4" GRANULAR BED ON TAMPED GRADE 5LOPE 3" TO O.H. DR I I I W I i I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I GONT. FOOTING ® O.H. DOOR PLAN 1718 20'-O" II I I I I I I PLAN IT50 20'-O" PLAN 1-715 20'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l I I I f I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I FRAMING AND PLAN I I I I I I I I I I I I NOTES AS PLAN 1858 I uNLEss OTHERWISE I f I I I I NOD I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I j 1 I I I I I I l 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ir I I �I I I l l I I I I I I I I I I I I 1 I I I I I I I I I I 4 Ili I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L----------- � I I I I I I I III I I I I I I I I I I I I I I I L-----------J I I I I I I I I I L------------' I I I I I I I I I I I f I I I I I I I I I I 1 I I I I 1 I I I I I I I �I I I I I I I I I I I I I I I 2X6 FRAMED PARTY WALL PER DETAIL ON SHEET DI I A 0 4" GONGRET-E SLAB < 8" I M IIIIIIIIII 4" GONGRETE SLAB 4 REBAR IPER 6® 48" O.G. —III 5HEAR NOTE: THICKENED- I - I. 5X MATERIAL GAN BE USED FOR MONO P-11 OUR NPI�ALL ORIZONTAL # 4 RE-E3ARALL MUD51LL5 —SLAT A WE 16" O;C . AT FOUNDATION 2. SET A DOUBLE 2X STUD BEHIND UNITEVERY STHD14 HOLDOWN GALLED OUT AND AT THICKENED ON THE FOUNDATION PLAN. SET HOLDOWN I I MONO POUR AT LOWER LEVEL 1/2" MINIMUM AWAY FROM WALL CORNERS, #4 REBAR W/ "J„ I WINDOW AND DOOR HEADERS. IT IS IMPORTANT HOOK ® 48" O.G. g" THAT THE FOUNDATION f ON7`RAr_TOP_ HAS THE PER G-I MAIN FLOOR PLAN SHEET TO PROPERLY LAYOUT HOLDOWNS. 3. A MST45 STRAP WITH (2) 1/2" BOLTS INTO THE FOUNDATION 15 A PROPER FIX FOR A MISPLACED 51FHD14 HOLDOWN. NOTES: ALL WOOV IN CONTACT WITH GONORETE SHALL BE PRESSURE TREATED OR GEPAR. PROVIDE DRAWL DRAIN ® LOW POINT S70=II r-0L)NZ:)A7I ON RL IN GRAWLSPAGE. LATEANOTES: r%ET.4I L P2OR S I E 1�I1/�1 SOLID BLOOKIN& UNDER ALL BEARING WALLS. LATERAL DESIGN PREPARED BY SEE 6MNIERAL NOTES SCALE: 1/4" = 1'-O" 5LOPE ALL GONG. STOOPS AND/OR PATIOS UPSTATE ENGINEERING. SEE S-SHEETS 5EE GENERAL NOTE5 50ALE. 1/4" 1/4" PER FOOT AWAY FROM DaoRW . FOR ADDITIONAL NOTES AND DETAILS SEE SHEET A3.1 FOR RIGHT SIDE OF BUILDING NI r a (� W m `y c Q ca �y C/J �11 ��w m 0 m � r o E rt 0 O 0 O � z � ~ z O rc o � Q I � rc P Z r r o rc � L Q date: permit: 10-6-zz r�V 151On5: s-ao-a4 drawn by: �h®ck®d by: LMD M SHE)=T A3 �� A10WJ 7 I O