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c d H.B.t ■................ � ..... ......... .. . ..... .. . ..... ..... . ...... ......................... , I tS3 �?�5'-4"'v 16'-3" TYP @ 2 STORY T HVAC CHASE BASED ON I I .. I LOCATION 0'-0" I S6 ■: IT 49■ \ ` I rt/ c 1� o� INDICATES FILLED CELL w/ 3000 I 1� PSI CONC. GROUT FROM FT. TO s `CV)( \ : I BEAM W/ (1) #5 REBAR VERT N T I ABOVE SLAB TYP @ ALL PLACES I N I I 5' �. • . • • • . • r-1 SHOWN HOOKED FTG. DOWELS 5" • I ` ` " 19=0'� I its 1 I "' �\ EMBED W/ 25 EXT. ABOVE SLAB C J-i- "GRADE 40 STEEL" N w iA I CJ ��_ GG71 S3 PLUMBING LINE N I I STUB UP TO TO E OND _•-9" I I I t ; FLOOR '_7 „ r ,, ■ , 2ND FLOOR FOR A/C ...: :... ...... ■ e — 2'-6" x 2'-6" x 1'-0„ W/ (3) #5'S E.W. (2) #5'S ■ SO.-O.- TOP OF CONCJ PAVER TO BE 4" L o S3 BELOW FIN. FLR. PROVIDE %2" X 9" v ' 1/8--l'-O" �I „SLOPE i,3 T N S6 TYP@2STORY I RECESS FOR FRT. DOOR r--------- —------� :■ o � W () #5'S, E Wo,1 E. I-4-CJ--------+—-------1 I - o? _ (— I _ BUILDER TO PROVIDE CC VERTICALS w/ in I 3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 N (2) #5'S N ( 4" FILLED CELL 1/8".1'-0" PROVIDE 1 Y" SLAB FOR HERNANDO I ( `� WHEN REQUIRED PER FBC I I I 2 STORY IE SLOPE RECESS FOR COUNTY ONLY I I SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I I (MASON'S SLOPE SLAB OVER 6 MIL LI QS3 L_-- FOR WIDTH VISQUEEN VAPOR I BARRIER I I I I I ■ : I EDGE OF SLAB 2" I M STEPS AS REQUIRED PER FIELD CONDITIONS I CHASE I BEYOND WALL TO I I I KITCHEN ISLAND LOW WALLS I ISLAND ( I SLOPE I I _ _ _ CJ ' I I H N I I II I -+-CJ I 4'-11" 10'-6" rl�nco N = pI L — — — — -------J I J S3 P L JN � a r � M x I ( S 0'-0" Z-I gL J rn I I -31 /2" I t ■ I 6'-0„ 5,4„ I °' (2) #5 REBAR I CC I r VERTICALS w/ in S3 o FILLED CELL I 12 STORY �`��L�-7 .I J ........ .. ........_ ■ ■ ■ ■ ■ ■ ■ ■ 1 J H.B.+ S6 TYP @ 2 STORY 6'-0" 5'4" 4'-0" FOUNDATION PLAN SCALE: Y4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F- 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 WWF 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 - --�i w w CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .;� : f #5 CONTINUOUS .; ; : , • '•. 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 DETAIL SCALE: 3/4" = V-0" i i sW •�"R J Q � 3 O do f')ROFESS\O� �l `17" Y'l({t{t � To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a tp pp g Np N ik p8E r O J W � J nLLL aa. N N K 33T� � - y M d W W� > C LL a Y ¢a— �z� 0 co 00 OJ W N Eo TA Ja�o ILZ IT N p p N Z U Z V ❑❑❑❑ W zCIA"' z z g d. N N � _ M Z V U - •V � a 0 rir N to rz E � '® U w `= o s Q �p S� CD M o a o �° �• Q E CJ E � Q�Q'0 XV az °a UO �z Z o �0 WZ do 00 0 ms g0 � R OW O U a Z W CL U LL i HLL � O zl< u 3 J "N > Ln ui rn B N �= T > ••� Q � O l0 Ln o Ln O r N= N T n r ui M r M M N . r c Z z = E O a` w = Il U J Q J JOB NO: 20-0566 SCALE : AS NOTED SHEET NO. 6.0