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Cn 3 I N Ln Ln N r7 z 0 0 i 0 Ln 0 I M r CD CD N 0 I cp N cp I cV M Ln N 0 J 0 I M to CD 0 I M N F- 0 o- 0 O i_ L ¢ rn cV 0 N U a E 0 z 0 c c J i ca 0 ID U LZ r7 N 0 N Ln a 0 a r7 CV 0 N I LO 4i 0 Y cn 0 L'i M m a� n 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 FILLED CELL LEGEND 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 UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Lll Z -7x U-1 N a CONTROL JOINT DETAIL SCALE:1 1/2"=V-0" �• ;'" —#5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL -- (1) #5 REBAR @ FILLED CELL ---6x6 W1.4xVV1.4 W.W.F. a° 4. ' 9 a a ° m - 0 o d ° n ° d r (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-O" il 5x5x3/8" A36 STEEL BASE PLATE /IIy1�IIy I I I 5„ SECTION A -A �� 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \-----CONCRETE SLAB PER PLAN rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 1 -4" 3'-8" 13'-4" '-0" '-0" 13'-4" 3'-8" 3'-8" 13'-4" 1'4" op VERIFY T-0" x 3'-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD PAD (2) #5's 3-0" x T-0" x V-0" HOSE L L L wl (4) #5 E.W. BIB 2'-0" x 2-0" x 1 A S3 S3 2-0" x 2'-0" x 1'-0" H SE HOSE 2'-0" x 2'-0" It V-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. RIFI BIB CONDENSATE— CONDENSATE — CONDENSATE I v LINE I LINE I LINE I -4" ELEV. FIN. 1 4" ELEV. FIN. I I 4" ELEV. FIN. o 1 o CONIC. SLAB 2 CONIC. SLAB o 1 CONIC. SLAB a 2 ; c! I I 2 1i S3 2'-8" 3'-10" 3'-10" 1 J 6-8" 6-8" 1110" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1' " I ■ ■ / E I I El / ■ ■ ■ ■ ® ■ } -- o PR VIDE 1 " RECESS FOR — — I P OVIDE 1,�" RECESS FOR r _ _ _ PRO IDE 1 2' RECESS FOR 0 I I I SLI ING G ASS DOOR. REFE TO r IffnO�bO . R� 1� I I — t SLIDING G SS DOOR. REFER TO 4 I- L I MA ON'S S OPE FOR WIDTH I I M SON'S SCOPE FOR WIDT I J I I MA N'S SCOPE FOR WIDTH v NI I I I00 = PROVIDE ERNE FOR M I I M PROVIDE LINE FOR - �5 - PROVIDE LINE FOR INDICATES FILLED CELL W13000 I I I S3 I I I S3 I ICE MAKER D1 I I I D1 ICE MAKER I S3 I PSI CONC, GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. I I( J, 4- / I I I = F \ `, ABOVE SLAB. TYPICAL ALL f @ Z I I J I 3 " MIN. 3000 PSI CONC. SLAB FOR I I iv PLACES SHOWN HOOKED FTG. I/ I (I I I CIO I I HERNANDO COUNTY ONLY. 3Y" MIN. / r I to DOWELS 17" EMBEDMENT W/25" �� _/� 2500 PSI CONIC. SLAB OVER 6 MIL. � \ _� EXT. ABOVE SLAB. GRADE 40 I J VISQUEEN VAPOR BARRIER STEEL I I I I I I = I I DIRB619MW/ I I DBL. SINK w/ I I C? DBL. SINK w/ DISFMSAOSAL C.J. I - C-J, _ _ _ DISPOSAL DISPOSA III I I �, III I I I III I I r) III III 11 "i IIII D 1 'v I I IIL_ JL_ JII I I 1 I I I I IL uL Jl- JII I I I Ill- L_ JIII I 1 -� — L— _E 3 I I _E -- m — � I �a =—JL --�_ I 2-STORY U.N.O. 5-9j" 12'-21" I I 12'-2 " F-9j" 5'-1q" 12'-54" I q W01 I I I I W01 I 1 01 -in 01 6WO1 D1 I I D1Ill D1 I I I I I I I I I I T-10" 4'-2" 14'- I I I I 0'-0" ELEV. IOIL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONIC. SLAB �— L— I-- - Cam— - - --- -- �- +—I- - - C.J. GG I I GG s3 I I S3 I I I I @FOUNDATION I I I I I@ FOUNDATION 2' 0" _ 16'-0 6'-0" IL- jI QC)i I �(I if to 11 1 1 1- I I 3'-101, I 13 -10" 4'-6" rl r-1 c o I Cl) c c'OL 0'-0" ELEV. FIN CONIC. SLAB C.J.- `° I I GG I M II S3 I I I I I @ FOUNDATION I I 2' 0" 2' 0" I I 164 " 6 I I� 111 I I I I^ ELEV. APPROX.I 1-1/2" BELOW F.F. ELEV. CAN BE NO I J I�I J I I I �I I Lj I MORE THAN 1-1/2"I ■ BELOW TOP OFI EGRESS DOOR THRESHOLD. FIELDI c,7 I \ IH.W /I N K in P OVID 112"RECESS FOR I I I K PROVIDE 112"RECESS FOR S3 N I' W HI / I_� \ IH /I N K VERIFY PROVIDE t/2"RECESS FOR I v FONT OOR. REFER TO RIONONT DOOR. REFER TO I v FRONT DOOR. REFER TO -10" SON'S SCOPE FOR WIDTH J — v I MASOSCOPE FOR WIDTH N'S 2'-10" - 0" I MASON'S SCOPE FOR WIDTH FM24 ® ® ® ® ® ® FM24 I FM 01 OE ® ■ I I .. �,. [1 I 1 I 1_0„ , 10'-6" 0„ 4 0 11_8, 4 0., O„ 0„ 10'-6" 1 U-6" 0i. 4'_0" D 4" ELEV. FIN. 00 " I 80 u7 I I CONC. SLAB I I I I -4" ELEV. FIN. co 4" ELEV. FIN. to i CONC. SLAB I I CONIC. SLAB PW01 I �T1 I ® I PWO Cj -09 - I I - — C.J. _ - I - -- - +--J' - o O a "> C.J. C.J. "' w I W rV-4- 5-8-1 _ ELEV. APPROX. I op T I ELEV. APPROk I I I= I I " N 3'-0" x 3'-0" x V-0" I wl (4) #5 E.W. ® 1-1/2" BELOW F.F. I 1-1/2" BELOW F.IL ® I I in S3 S3 1 I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" k D1 J k D1 BELOW TOP OF I I BELOW TOP OF = I I I ■ EGRESS DOOR°P EGRESS DOOR ; I I I I 2' 6" x x 1' 0" I "' I I I 2'-6- 4 I (')6" wl 3 #5 E.W. THRESHOLD. I THRESHOLD. E.W. I I I o � I I FIELD VERIFY I I FIELD VERIFY co A J 00 S3 I S3— W"J'*D _ S3 I I + o CD * — = — — oo I — — — T RECE S OPT." � J HOSE `Y — — — N N L L BIB S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB W/IN FILLED CELL WIN FILLED CELL 10 1'-8" 8'-0" V-8" V-8" 8'-0" 1 V-4" 11'4" V-8" 6'-8" 6'-8" 1'4' 54' 0 M T-0" x T-0" x 1'-0" wl (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=1'-0" 9" N cC=V o LMI, W C2 O r� o C U t!� N — m y< w a •� N Y E c 67 = Q J io d ar o Cu cc T CY A N tZ m o. o r�.. =, ` N To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. N F Q E S N 8 O V N m J C 0 � LL J Q mLLii a 4 z _ 0 Z O r � O � W" :3 C-4 O m Q Oj W Z Co 0 U 5 T LO N M ZIL 0 Z O U ❑Q❑ W N th o � 00 s r_ C1N r� V N g N V.N (� U) �� U) U 4 J E di r. U p N L, (n d -T 0 �Q m O J q L O E UI pia CJ ° 51Y Z C.0 n3 Cn C d� nY n� m QJ J n m� i n W TS w �w J 4Y r- raj Is a = c O 0 > 00 U L rn H 00 M C0 im I L Q� T Q M 00 U) .2120 c U T v� O LO .� M cM Lfi C 00 r- N O M O N ,6 1'- M r r y 1 1 6 z Z E m Il E U -i Q 0 JOB NO: 23-05713-05718 SCALE : AS NOTED SHEET NO. 2.2