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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 8 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 0 1/8" SAWCUT x 1/4 o a UPPER 1/3 OF SLAB cn OR FIBERMESH REINF. SLAB THICKNESS r SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN o U) W Z CV -iX w U CONTROL JOINT DETAIL #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. d e d 4 <,d a d dY O e d r (4) #5 I d ` — REBARS CONT. 4" I 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE SECTION A -A .S SCALE: 3/4"=V-0" 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/41' WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \__.__CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3l4" = V-0" SYMETRICAL 18'-4" 18'-0" 18'-0" 18'-0" 01 lot 1'-4" 13'4" 3'-8" T-811 13'-4" 1-01'0. 3'-8" 13'-4" ,-0" ,_O" 13'-4" o. 3'-8" VERIFY 70 VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 3' 0" x 3' 0" z 1' 0" L PAD PAD L PAD 3' " x 0" 1'•0" S3 PAD wl (4) q5 E.W. S3 S3 4)E. . 2-0" x 2 4' x V-0" H HOE 2'•0" x 2'-0" x V-0" 2'•0" x 2'-0" x V-0" HOE 2'-0" x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" OSE wl (3) #5 E.W. w/ (3) q5 E.W. wl (3) #5 E.W. w! (3) #5 ERIRR.W. w/ (3) #5 E.W. IRR A6113 CONDENSATE �j �—CONDENSATE F— CONDENSATE CONDENSATE --� F � LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I ( LINE I -4" ELEV. FIN. I I I -' `° A S3 W 0 CONC. SLAB I o 2 I W a CONC. SLAB i � 2 1 W a CONC. SLAB I � 2 W CONC. SLAB o 1' 4" 6-8" T-10" 10 X-1 L. 2'-8" -8"Lo 3'-10" L. S-1011 Id. 6'-8" 1 -0" -8"L# 3'-10" Le 3'-10" 6'-8" j-0" '-0" 6'-8" 10 3'-10" 10 3'-10" 10 4" -4" -4" 4' ■ ® ■ ■ ■ ■ ® ® ® ® ■ 11 PROVIDE 1 Yz" RECESS FOR 1--- I P OVIDE 1 Y" RECESS FOR Z— I I _1 PROVIDE 1 RECESS FOR PROVIDE 1 %" RECESS FOR- 0 t- SLIDINGGLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg i _ --�— 1 ( �— --- -- S ING GLASS DOOR. REFER LINE FOR T MASON'S SCOPE FOR WIDTH _ _'� I —1-1----�-- _ SLIDING GLASS DOOR. REFER OVR TO MASON'S SCOPE FOR WIDTH I — r I LIDING GLASS SOOR. REFERfi — MASON'S SCOPE FOR WIDTHICE MAKE L oo I I —J'ROVIDE E MAKER I I g _ E MA ER I I ICE MAKER _ I I ;0 ® I M D1 I I I D1 I M is I I I D1 I M I I I M I D1 I I I io I S3 r— �I Ir47 S3 I 747)— S3 I I S3 I r: � = I ��111 1['� �� I 1 � I I 11 \III Cl)N � ( ■ L 11 ,T I I T I I rf� (I � I 3Y" MIN. 3000 RSI CONC. SLAB FOR �� I I I j` ( I " I I r I I •- I\ , H/ I I `L� I L m 11t_1--�,J HERNANDO CO�.NTY ONLY. 3Y" MIN. LL�2500 PSI CONSLABOVER 6 MIL. VISOUEENAPBARRIER 3 I DBL. SINK w/ C.J. _ — �I$POSAL _ -� - I I I - I — - DBL. SINK w/ °Q DISPOSAL _ _ _ CO - - C.J. _ _ — I I I —t-- — -- DBL. SINK 1 1 °Q DISPOSA _ _ - - - _ - - = �— — I ' I Io0 P�11N — — L. K wl L - - - — I f — — — `D — — — I I - - I IIII III III 1 1 IIII� � in np @ 2STORYU.N.O. r) II 1 I III r, III II JJ I I I II 11 0 1111 III I I I I I II II 0 IIII III I I I ' J r 111 J� I 1 L---JLLI_J �LJLJ)IL---� Il—J�J� -- L—_--IlllL 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I W01 I W01 I W01 I I W01 1 1 (D I I (D 11 I 1 14'-6' II 1 3'-1 13'-10" 1 I I 13'-10" I 14'-2"' 1 I I 14'-2" 3'-10" I I �7 I I rye I I r� rn 1 9I10 I I I I I1 I I I 0'-0" ELE I I I I I I T 0'- "ELEV. I I I 0'-0" ELEV. 0'-0" ELEV. ® I FIN CON .SLAB I ( FIj CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. c.J. — — — —1—� — — — c.J. v I I I I G I I G I ® 1 @ FOUNDATION I I I 1 I I I @ 1 , 1 I I I I 1 i I I I 0 1 '4' I I 2, 0" 21 0„ I I 16'-0 21 0„ I I = 16' 0" 16'-O" I I 2, 0" 80 rh ® I L J L J I I I I L J i I L„JI I I_ ,_ I I I I � I I I I I I' I I II(f'lIi 1 I I I I I I I.. h (ELEV. APPROX. 1-1/2" I BELOW F.F. I �\� I I I ■ ELEV. CAN BE NO MORE — — ITHANI-1/2"BELOWTOPOF L- ��\ ��- — — — — �JJ — — — — — L— EGRESS DOOR THRESHOLD, I q I �y I �r 1 FIELD VERIFY K N cp I/ 1 I y I W.H. W.H. /I i I � / K 1 N �, K K N I I � I I v W.H 7 PROVIDE 12" RECESS 83 FRONT DOOR. REFER TO c4 MASON'S SCOPE FOR WIDTH .� _ _� �� 3 2'-1 " 2 104" I �� S3 iD PROVIDE 1/2"RECESS FOR T -- 1 FRONT DOOR. REFER TO 2 S3 PROVIDE 112"RECESS FOR FRONT DOOR. REFER TO I I PROVIDE 12" RECESS FOR S3 FRONT DOOR. REFER TO I , y T - 2 -1 Cv [ I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ® ® ® I I ® ® I ® ® ® ® ® '-0" 4'-0" '-0" 0" 1 I I I I 0„ 1 011 0" 81, I ELEV. APPROX. I I I I I I I I 11.1/2" BELOW F.F. o I " 2 d o I I I o (ELEV. CAN BE NO I ELEV. APPROX. I I I q -4" ELEV. FIN. CONC. SLAB cD I I W01 -4" ELEV. FIN., 'n CO MORE THAN 1 112" CONC. SLAB I BELOW TOP OF EGRESS DOOR EGRESS DOOR 4' ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO ORE THAN 1-1/2' I I -4" ELEV. FIN. I W01 ® CONC. SLAB , tO W01 -3 D1 I I I D1 I D1 t ■ I C.J. C.J. ■ - IVERIFY C.J. _ �; BELOW TOP OF I EGRESS DOOR ELEV. APPROX. I C.J. I I I_ _ _ �—■�- _ - _ _ _t4�� ■ _ I THRESHOLD, FIELD ��, _ _ 1 112" BELOW F.F, I T _ _ 1'-4' 5'-8" I w o I 1 I N I I I ( N �uj "' VERIFY W I I I ELEV. CAN NO 3' 0" x 1'-0" I i •Y I I MORE THANE I I I wl (4) #5 E.W. w/ () N L q I I I I � 1 I rT I I I ® BELOW TOP OF I UD I S3 S3 I Lo EGRESS DOOR 55 I I I 55 I I I 55 I ( , I THRESHOLD. FIELD i 55 D1 I I D1 I I D1 I I VERIFY D1 I I co A 4 S3 o L 'n "SEE S-3 FOR S3 I J L--- S3 I I J S3 I ■ — J ■ I "SEE S-3 FOR I RECESS OPT." S3 RECESS OPT." + —`i — — — L ;� + L L S3 �' ® ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB W/IN FILLED CELL WAN FILLED CELL BIB W/IN FILLED CELL BIBB BIBB W/IN FILLED CELL 1'-8" 8'-0" V-8" V-6" 8'-0" 1'-10"01 2'-0" 8'-0" V-8" 11.81, 8'-0" 10 V-8" 01 11'4" 11'4" 61-411 do 6-8" 6'-8" 01 11'4" 7'-0" 22'-8" 18'-0" 24'-8" 01 10 72'-4" 10 FOUND; SCALE: Y4"=V-0" —INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17"EMBEDMENTWl25" EXT. ABOVE SLAB. GRADE 40 STEEL JION PLAN N c_ o G.- `J LU W � r 0 - - '.J .O c. • / a / �,a... 4— W •.r;\'old:;°; i I 1 E id'i' r' _1 �• r:. C> t �'. �• j� , '• V� 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 - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. E V 0 �% CO01 N �L Q N V � C J M i W U_Lu LL SSS jai —�� Q. 5 c O �c n O W Z Z OD 0 N M Z Q J OU v W ❑ ❑ Z N tSS� Q < _.J �p 4-1 V O N Ln Ill fop w 0 so >� E V r0 wj 0 as a Z N �a cn cl gE c >. i Z m zo o CD ON •2 T ai T T T c6 r E CD IM (U t � OHO T_� m � 00 N 04 LO _ 0 OI T VJ Q 00 r 00 n E 0 0 Z Z = E O N LD C Q E U _j Q pre 'i JOB NO: 22-08433-08426 SCALE : AS NOTED SHEET NO. 2