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l_ _ I _ _I I I I I _ _1 _ u 1 _.__1 1 1_____l1_1 _ LNI I I I I _I I I I I I I i __i- I -m _ c c c TYP @ 2 STORY J S6 H,B.t I ■ ■ ■ ■ ■ ■ ■ ■ ` Imo" 2 STORY I CC (2) #5 REBAR CO S3 VERTICALS w/ in o I FILLED CELL I Cn 4 o ?)o,-o,. o JII 3 v Ilr�llz J r---- 00 I I iv ■:i I CJ �? it-:- 0 it —__�I CJ IIL4'-0" � 1r_ --_—_— `J — I 3 1/2" ;n STEPS AS I KITCHE NDI CHASE I I P SLR I REQUIRED PER LOW WALLS : TO I FIELD CONDITIONS I ISLAND I ■: I I F-- I 3-112" MIN 3000 PSI CONC. I I I I 1 Y2" SLAB FOR NANDO I L I RECESSFORI I COUNTY ONLY CES 0 o S3 CONIC I I I m T I I MASON S SLOPE SLAB OVER 6 MIL I 2 STORY I 3 1/2 FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE BARRIER `-' APPLIANCE PROTECTION CC (2) #5 REBAR L I I WHEN REQUIRED PER FBC S3 VERTICALS w/ in I (2) #5'S -- 1 FILLED CELL � � �b'd' H'� —I•- o A-2-13" T TYP @2STORY L — — — — — — — — — — — — — — — — ■ &S6 PROVIDE Yz" x 9" -3 1/2"SLOPE x 2'-6" x V-0" RECESS FOR FRT. DOOR W/ (3) #5'S E.W. ■ 0.01. TOP OF CONCJ PAVER TO BE 4" L o . BELOW FIN. FLR. S3 cn I I I � I • (2) #5'S ■ : I I I STUB U 1 _91. ,_O,.. :::::: 13'-74"- 2ND FLOG I I I I FOR A/C I I GS' o E, N N CJ ,- r �1 CJ ' 2'-6" x 2'-6" x 1'-0' W/ (3) #5'S E.W. iv o � _ — i — — I I — — — t 19'-01, -' . _ I 5'-416" L JI } INDICATES FILLED CELL w/ 3000 'I --_ PSI CAM GROUT TYP @ 2 STORY • I %' --' � - I • • • • • • • • • i__i BEW/ ( #5 REBAR VERCT I J ' ' ' • • ' . ABOVE SLAB TYP @ ALL PLACES : SHOWN HOOKED FTG. DOWELS 5" I U') iio co'I EMBED W/ 25" EXT. ABOVE SLAB I —'! �'' I j "GRADE 40 STEEL" cv HVAC CHASE ■ : — ' BASED ON I — — J 1 0'-0" I J LOCATION 54" . , 16-3" iz G :: I 4 4 J ; S6 °0 ■................ ..... ........... �. ..... .............. .....:....■ H.B.I.. TYP @2 J STORY S6 6'-0" 6'-0" 6'-0" 4'-0" 5'-4' 2'-23" 1 Z-1 FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w to � CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" • •+�� :;: #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER �• �'' BAR ONE FOR EA. ' ' • HORIZ. REBAR, TYP. .. U.N.O. • „ ; ,; •'; •_ "Alternate: ' ; • The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" W u, C� Z o zco z Q V) z CD 4--J (DOD w d O L E t— �m U 04 d04 wE �MM Lo C N 0.2 0 I--Il m o�^ U)i o CD Q rn C%Q o All B D• ••p%�d�ES�t t� ZC1 0a OC__ .- J •�; ,�"tea._ r's��_.., • ra.r ♦ � � a L L lzakl� , To the best of the En jj s kngWrgdg irt( on, belief, the structural pla d,8l�j speclffca Ks cont� . within these drawings compry dbfe'Ff)hRr 17le 1dd BuildingCode -Residential 6th EdhftddAA r1 ' signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 � (n�00 M Q (A m_ Ln a Ln Q LLn L CL ,� � 3Q00 Q 0�0 � Z W J � J W� Za �a :z W zz J z z f 01L E O o � �i `0 F-- z ro C g Z 'a h.0 1 ` z U)3. 1 ) 0 N LL U Oujw 0 C U�� N Zia Z Nag NUj Ln a�ya Wz Z a g LnZ O Z � c m`jM�, �_`� 4 J Uj i. 0 W SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAMES VERSION NO. 10 SHEET NO. 6.0