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c c d A in M i H.B.t 43' YP@2 J STORY S6 ■. ...... . � . � ... ...... . . �. . . .. .... . . . .. . . .. ... . . . .. . .. ... .■ CPA AC PAD -- — -- M� ----I— —�---------- — — — — — N — tS3—co � - � 5 -4 d 16'-3" TYP @ 2 STORY \ HVAC CHASE \ BASED ON r — — I 0'-0" I J S6 ■ ; LOCATION ; ; INDICATES FILLED CELL w/ 3000 _ PSI CONC. GROUT FROM FT. TO I C? \ I I BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES I N r 5'-416" r f SHOWN HOOKED FTG. DOWELS 5" t I "' _ EMBED W/ 25" EXT. ABOVE SLAB r 11 t "GRADE 40 STEEL" o�J cv ;n CJ I ICJ t CJ GG S3 PLUMBING LINE , I I STUB UP TO �. • TO SECOND I iv I 2ND FLOOR -9" -0" ' FLOOR 74 IFOR A/C ...... —jr-6" 2'-6" x V-O" #5'S E.W. S L ■ ; I TOP OF CONC./ PAVER TO BE 4" O 0'-0" o S3 0 TYP @ 2 J BELOW FIN. FLR. I PROVIDE Y2" x 9 Y2 9 SLOPE I 2'-6" x 2'-6" x V-0" M STORY S6 I RECESS FOR FRT. DOOR I :I --------- — ------ ;■ _ -4" W/ (3) #5'S E.W. — — — — ■ — _ ■ I— -�—CJ— I — — — — — — — —F — — — — — — — —I o 1 (2) #5 REBAR I q_�/ BUILDER TO PROVIDE CC VERTICALS w/ in I �y (V (2) #5'S iv It 3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED CELL N 1/8":1'-0" ESLOPE� PROVIDE 1 Y2' SLAB FOR HERNANDO I I ` WHEN REQUIRED PER FBC 2 STORY I I q I I RECESS FOR COUNTY ONLY 4 SGD. REFER TO 3-1/2" MIN 2500 PSI CONC L I MASON'S SLOPE SLAB OVER 6 MIL L S3 I FOR WIDTH VISQUEEN VAPOR — BARRIER c' ■ : I I T ■ CHASE ( EDGE OF SLAB 2" TO I I BEYOND WALL KITCHEN ISLANDI ISLAND I SLOPE 4'-0" LOW WALLS I -I- o :I I II IL --_-- —_-- CJ ( o 1 oil --CJ 4'-11" r—� _ I11� `,' I o = I,rl L---- — — — — I J S3 IIL�3101-01, `t M II r III Y 11L -ill -3 1 /2" ■' 6'-0" 6_ " I CC (2) #5 REBAR '- S3 VERTICALS w/ in Ir �jI FILLED CELL N i �L �� I _ 2 STORY VERIFY LOCATION —� —� I---�+- —J _ L_--ttfG'fiRl('AtPfdEL-----------� T1 c,is 0 NJ 6'-4" VEF IFY METER LOCATION J WIT BUILDER S6 TYP @ 2 STORY 6'-0" 6'-0" 6'-0" 43'-0" 15-0" 5'-4" L 4'-0" +H.B.3'-O" 4'-4" FOUNDATION PLAN - ELEV-B1 SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 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 W J Cl- CONTROL JOINT DETAIL SCALE: 3/4" = 1'-0" r #5 CONTINUOUS REINF. SEE FND. FOR QUANTITY t " #5 X 25" X 25" CORNER ij BAR ONE FOR EA. ,v ,- HORIZ. REBAR, TYP. U.N.O. a, tt,r ""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" M c® O cv OO � O Gd sq r7 i no L` L. M N O N 0 �.alaaaara�.rirr><� o JN0 PE7', 50 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W Q � E S N n 10 f; v , 69 rn�a� M d w a a C9 JLL z�0 Zcu O N O Z 00 L N Z Q Ow = M �n V N - OUL) o []E]❑ W N th o 10 Z N Q Q J r N M z W u 0) U) W o �U) -aaa U C W ti E ml V Q =O N 0 O Z< W M M `� � 0 Z ZQ .J =o E U ¢ =o o o� aM z0 oa _ Cn . <,o E �¢ o� 0 c'oo r .� � iz o �o wz �w CID Ca W� mo m J .2OF O ¢ Q W 1z t`gn o< go d W a �i w to W QW O �ca _ W F _0 - O a I■: vM- ola 0 � Urn co CU ~ t6 O NT � J O O r U o N m m Ln r (n fn LO I li M O N LO Lf7 c(0 CN Q co j r E c M C� Z cc Z E O � co c m E o 0 _j a m Q p a)d JOB NO : 23-02469 SCALE : AS NOTED SHEET NO. 6