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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 FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) ® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w z -� -. L CONTROL JOINT DETAIL SCALE:1112"44' #5 CONT REINF. TYP. CORNER BAR SEE FND, FORIT QUANTY e r " CORNER BAR ONE ;ry FOR EA. HORIZ. REBAR, TYP. U.N.O. - yY :�'rr• yr' yr• pr.• PLAN DETAIL SCALE: 1112"=1'4' CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xVV1.4 W.W.F. d. c.a. e e. .e. .: �. c v d . i d A 40 (4) #5 a a e REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 15x5x3/8" A36 STEEL BASE PLAT �I SECTION A -A a SCALE: 3/4"=1'-O" �m -4„ VERIFY VERIFY LOCATION OF A/C AC PAD LOCATION OF A/C T-0" x T-0" x T-0" PAD tPAJD PAD w/ (4) #5 E.W. L S3 2'-0" x 2'-0" x 14" HOSE HOSE 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE -4" ELEV. FIN.LINE I LINE -4" ELEV. FIN. A 1 ( o CONIC. SLAB 2 I OIL o CONC. SLAB S3 �, I 1 M 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10" 0 SYMMETRICAL T-0" x 3' "0' x 1, '0" VERIFY w/ (4) #5 E.W. LOCATION OF A/C AC PAD L L PAD S3 HOSE S3 2'-0" x r-0" x V-0" BIB w/ (3) #5 E.W. --W — —1 F— CONDENSATE 1 I 4' ELEV. FIN. LINELU 1 2 I I o CONC. SLAB 2 6-8" -0" '- " 6-8" T-10" 3'-10" 2'-8' 1 I 4-4- 1 1 _ _ _PROVIDE' RECESS FOR— 0 I F SLIDING GLASS DO R. REFER TO I I I MASON'S SCOPE FO WIDTHmoo I I 00 M ( I M CEOMAKERNEFOR D S3 I I I S3 I I INDICATES FILLED CELL W/3000 _ PSI CONIC. GROUT FROM FTR. 1 \ I j TO BEAM W/ 1#5 REBAR VERT, L ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. L� �` J J DOWELS 17" EMBEDMENT W/ 25' EXT. ABOVE SLAB. GRADE 40 STEEL DBL. SINK w/ 00 I I DBL. SINK w/ I I I zo 0° DBL. SINK C.J. — — — DISPOSA CO DISPOSAL — — C.J. I C.J. DISPOSAL 800 in 55 — D 1 I IIII rd 11 0 III III �� 11 �III 1 I I I 111 011 r� III I I IIIL_ J JII 1 I 1 n II I I I III II TYP.@ L---JL== =J LL JL_JJL---� I I I L---�Ll_Jl—JJ I 2-STORY U.N.Q. ( —E = _ — _�' I _ — — _ :EE El- I I E�-- 0 0. 12'-5" 5' 11" 5'-11" ® 1 I I PWO D1 I CU Morm 1 III 14'-6' 3'-1 " 1 1, 3'-10" uu 0? I r 7 AI I r I d its 0'-0" ELEV. ® I FIN CONC. SLAB C.J. I_ co M I GG I I S3 ® I I @ FOUNDATION 1 I 1 I 1 1 00,1 '-4" I I 2' 0" 2',0" I bo 10�1�-I�- 1 ® I I IL iI IL iI ((tj -!�)7. I I I I I I I I N IELEV. APPROX. 11-112" BELOW F.F. ELEV. CAN BE NO f (MORE THAN 1 112" ■ IBELOW TOP OF — — — �— -� EGRESS DOOR (THRESHOLD. FIELD ( I if I r VERIFY K IA `° .H� / I I /I PROVIDE 1/2" RECESS FOR S3 t_�AA_�-i 'L4 FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 2'-104 2'-104' FM24 FM ■ -4" � 1 1 1 -0' 4'-0" -0" 0" I 10'-6" 1 00 9► ` 9 1 ,�, -4" ELEV. FIN. 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB rFM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" ® r I ■ - N - ■ ■ �� I PROVIDE 1_-LRECESS FOR ROVIDE 1 y" RECESS FOR q r SLIDING GLASS DOOR. REFS TO — i- � —2 I I �0DING GLASS DOOR. REFS MASON'S SCOPE FOR WIDTH ! I ASON'S SCOPE FOR WIDTH cm L PROVIDE LINE FOR PROVIDE LINE FOR ® I I ICE MAKER D1 I I I D1 ICE MAKER I S3 N I r II \ N I I I y /) 3Y" MIN. 3000 PSI CONC. SLAB FOR II ` I� I I I �� (I HERNANDO COUNTY ONLY. 3Yz" MIN. I L = J IL 2500 PSI CONC. SLAB OVER 6 MIL. I VISOUEEN VAPOR BARRIER ® I I I I CONC. SLAB I 1 PW01 D1 ■ I _ C,J. — 1— — ■ r -1 I N w 3'-0" x 3-0" x V-0" 1 w/ (4) #5 E.W. N L o I o I 1 S3 S3 "' I "' 55 I D1 I I ■ I I 1 T � - O I I 1 JrA ih o S3 I J ( I S3 CD I "SEE S-3 FOR L RECESS OPT." - T L L — — — HOSE (2) #5 VERTICALS BIB WIN FILLED CELL t�111 1'-8" 8'-0" V-8" V-8" ii, Al, 12'-1" 12-1" U PWO I I I I PWO D1 I I D1 I - 14,_2„ I I I 14'-21' 3'-10" AV — I I q 0'-0" ELE . 1 1 0'-0" ELE . - I I i t FIN CON(,. SLAB I I FIN CON . SLAB I I I 1 _ — I C.J. CO — — I C'J. — cop I GG I 1 GGHU @ FOUNDATION I I I S3 1 I 1 I I I i @FOUNDATION I 1 I I 1 _ 16'-0 6-0" = 1 j, 2' O" I r 1 I I IL- JI I I I o? I 1 I I I I I I I I I I I o? rK III S3 PROVIDE 1/2" RECESS FOR I I PROVIDE 1/2" RECESS F R S3 N ILAWYH /� { �t FRONT DOOR. REFER TO � FRONT DOOR. REFER T �t 1 MASON'S SCOPE FOff WIDTH MASON'S SCOPE FOR WIDTH 4 FM24 ® ® ® ® I 0'-6"[10" '-0" 4'-0" 1�-8 114" 4,-0„ 0" 011 1 0 6" I 1 1 0 01 o I 4" ELEV. FIN. I ( `Y' 4" ELEV. FIN. I 1 co CONC. SLAB 1 CONIC. SLAB ® I ELEV. APPROX. ® 1 PW01 1 I 1-1/2" BELOW F.F, I D1 1 i�lc. 21 ELEV. CAN BE NOJ. ELEV. ROX. I I MORE THAN 1-112" C.J. _ 1 112"BELOW F.F = N W �r, ii00 I BELOW TOP OF in I Uj o N ELEV. CAN BE NEGRESS DOOR MORE THAN 1-1/21' 1 THRESHOLD. I I BELOW TOP OF FIELD VERIFY c EGRESS DOOR I 55 ( THRESHOLD. I I 1 55 D1 FIELD VERIFYLO 00 I I I I (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1 V-4" 54'-4" M —� L-- -- I J I _ ■ II I o�' I ■ � — — — —S3 — �J �� 2TI I 1-j-1 1 r1 41 1 1 �" N L L 2ri ■ S3 S3 ■ HOSE HOSE—(2) #5 VERTICALS BIB BIB MIN FILLED CELL 01 6-8" 6,-8" 1'-8" 8'-0" 134" 1 1 V-4" N FOUNDATION PLAN SCALE: )/4"=V-0" �. O N N Qu7'X a M LL CL cv -6 CD ., �C,1 U [v" ly5 Nt 0 �1) JI W �?* P`! L.L -6 0 0 et s.'t5 - Z3 et 5 '6: Uj q qq gqpas p1IC //qq 0. VN IL L E %N " ° e6�r�AVyy tiiY:le�'r 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. 9) of v � sm C (Ii M V # tL 0 a =� LL W 1 uj ° 13 o Z m c cYn G/' 0� tO C,4 Y W 1-�� ofw 00 W _ Z � N Z d IL ZN O6 v00 W El 1:1 t9 C z N M o g z z o Q � J — M Ln z 0 o C i V W {{{ U � O w N (y N U J >_76 c o m AQ a N oCD 4m W co C7 p 3 ZzZ ¢ aQE o wzz® o� cca go Usp ZCL 6 o X U aF <z p U o ww aa�� � � J �C 55 0. U 0, Zr z U, J - ¢ " < W z W Q o� <� go a nw U Fz z �F 'O Mj o mot' w¢ z¢ a o� 0 O 0 E2 > (fl L r ax rn CN c.4 � O co c o r N Cr vo U) mU N CN I— p LO �n � o O Cn c0 r CD 0 r ui c0 ;� j N LID z z E 10 a c a ci ¢ o JOB NO: 22-05610-05605 SCALE : AS NOTED SHEET NO. 2