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— - - - -- — - — —1 11 -- -- --I - — I 1 V1 I L0 L v o- cn 0 Q 0 J 0 CV t2 M I r+ Ct- co I 0 v 0 a J 0 N rh i PM N M N 00 0 v Cn 0 Q� c L rh cV O a E cu O x v c C J i 0 v or Cl- or LZ CV 0 04 0 0 0 a M cV O •d- 0 a; 0 0 Iv w 0 w S Q Gr m a� v cn 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 UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON PLAN - _FOUNDATION LU C a CONTROL JOINT DETAIL SCALE: 1112"=V-0" . • #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" 7. = CORNER BAR ONE -�`. • FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a d oil ba e d c d (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1" BASE PLATE 10 LO o M 5" SECTION A -A 17, v SCALE: 3/4"=V-0" O T 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 KFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 18'-0" 18'-0" 18'4" 01 3'-8" 40 13'-4" '-0" '-0" 13'-4" 3'-8" 70 3'-8" 1 T-4" 1'-4" VERIFY 3'-0" x T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF AIC AC PAD AC PAD LOCATION OF A/C PAD PAD PAD HOSE L L (2) #5's L 3'-0" x 3'-0" x 1'-0" w/ (4) #5 E.W. BIB 2' 0" x 2' 0" x 1'-0" S3 S3 2'-0" x 2' 0" x 1'•0" 0 E HOE 2'•0" x 2'•0" x 1'-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. I I I� LINEDENSATE � I � LINE LINE 7 IF CONDENSATE I � -4" ELEV. FIN. 1 -4' ELEV. FIN. I I 1 -4" ELEV. FIN. w A 1 o CONC. SLAB 2 CONC. SLAB o CONC. SLAB o 2 1'-0' 110,n I I 2 ; S3 1 10 3'-10" 3'-10" 6'-8" 6'-8" -10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1' " r ■ ■ / ® ® / ■ ■ ■ ■ / ® ■ } -- __ PROVIDE 1 Y" RECESS FOR — — P VIDE 1 y" RECESS FOR _ _ _ _ �_ _� _ _ F _ _ _ PROVIDE 1 " RECESS FOR I I I I SLI ING G SS DOOR. REFE TO I (- IffnLA3�D60R R TG- I j I I — -t- SLI ING G SS DOOR. REFER TO 7 o Cl? L_ - I MA ON'S OPE FOR WIDTH M SOWS SCOPE FOR WIDT N I MA N'S S OPE FOR WIDTH -75'5 _ I I 00 PROVIDE LINE FOR PROVIDE LINE FOR I I �5 I ( D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I D1 PROVIDE LINE fOR M INDICATES FILLED CELL W/3000 I S3 I I S3 ICE MAKER I S3 PSI CONC. GROUT FROM FTR. ,�-� TO BEAM WI 1#5 REBAR VERT. �� 7 �� `� / 1 �1 ABOVE SLAB. TYPICAL ALL II J� L J I r I I r @ II )_ 1 � 3 2"MIN. 3000 PSI CONC. SLAB FOR II I7 7iv PLACES SHOWN HOOKED FTG. HERNANDO COUNTY ONLY. 3)/2" MIN. ` I 1 � I I I I( I I � I r I T I "' DOWELS 17" EMBEDMENT W/ 25" J 2500 PSI CONC. SLAB OVER 6 MIL. _ 11 Jj EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL I I I I I I I 00 I I I DBi1B519KJililwl I OP I I I I DBL, SINKw/ I ( I N DBL. SINK w/ CO I DISRIDSRDSAL C.J. _ `O I _ _ C,J, - _- DISPOSAL DISPOSAL. _ __ _ C.J. _ III 0 II C, III I I I I I IN o II r, III III � I I" IIII I Di uL.JL.Ju1 I I I I I IuLJL—JII I I I IIl_ 1--111I I I _= _ L= —- I I_ =J IL = _ — I �L = ==JL _—_ I 2-STORY U.N.O. 12'-21" I I 12'-2$" 5'-9j" 5'-10�" 12'-52" I o W01 I I I I W10 01 I I W01 D1 _ I I D1 Di I 01 C5 co I 1 3'-10" 14'-2" I I I 14'- I' 3'-10" I I 1 3 -10" I N-6" I I I oP I I �� I I I I o I I I I I I I o I I � M 0'-0" ELEV. I I 0'-0" ELEV. r I I I I I I � OL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB -1--�— I- � -I - C.J—I— - - � I--�—�-I- - - c.J__� c.J. � - I I GG I I GG I I I I I I GG I I @ FOU DATION I ( I I I@ FOUNDATION I I I I I I 1 @ FOUNDATION I I I I I I I 2' 0" 16'-0 6'-0" I I 2' O" 2' 0" I I 16' " o r r I I I I VIP o? I co I I I I I I I I IL �I`� I I OP I I I I L,I\�I IL I,� I I 1 FD I I I I I I I I I I I I I I^ i ELEV. APPROX.1 N I I, I I I I I 1-1/2" BELOW F.F. ELEV. CAN BE NO I I MORE THAN 1 112"I — — — — L J Lf — — — BELOW TOP OFI ■ - - EGRESS DOOR I 1 I I I I�,� �I y I I THRESHOLD. FIELDI &D I \ IH.W N K `° I I K N 1` W.HI / I\ I� /r N K VERIFYI v �� S3 P OVID 1/2" RECESS FOR AROVIDE 1/2"RECESS FOR S3 �� _ �� S3 PROVIDE 1l2'RECESS FOR i 10 FONT DOOR. REFER TO J RONT DOOR. REFER TO — I I v FRONT DOOR. REFER TO J -10il, SON'S SCOPE FOR WIDTH MASON�SCOPE FOR WIDTH 2'-1 C j - Oil, MASON SCOPE FOR WIDTH F424 ® ® ® ® ® ® FM24 1 FM24 ® ® ® ■ 4" -4" .4" I II I 1_8„ I I I I I 0 40 1 ,4 4,_010'-6" „ o I -4" ELEV. FIN. o OP o o I 00 iD I I CONC. SLAB I `r' I I d 14' ELEV. FIN. I I co -4" ELEV. FIN. 00 ;O 4 I CONC. SLAB I I CONC. SLAB I t° W01 I ® I ® I PWO D1 — — Y - C'J'-+ - - I I _ C.J. C.J. _ o N w ' "' in C.J. C.J. I N - _ + _ I I a _CD ' 5'-8" 1'4" 1 ELEV. APPROX. 1 OP v I ELEV. APPROk I `n I "' N T-0" x T-0" x 1'-0" 3'-0" x T-0" x 1'-0" 1 ® 1-1/2" BELOW F.F. T 11-1/2" BELOW Ft I 1 1 i w/ (4) #5 E.W. I L N wl (4) #5 E.W. Lo s3 s3 55 ELEV. CAN BE NO 1 I I ELEV. CAN BE NO 55 1 I I D1 MORE THAN 1 1/2" MORE THAN 1-1/2" D1 I D1 BELOW TOP OF I I BELOW TOP OF ■ EGRESS DOOR!? EGRESS DOOR I I I I 2'-6" x 2'-6" x 1'-0" 1 u, I i 2'-6" x 2'-6" x V-0" .- M w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. 1 I I o FIELD VERIFY I I FIELD VERIFY co 00 J J S3 L I "SEE S-3 FOR Q 1 + co — — — — I — RECESS OPT." 'n HOSE BI8 S3 S3 HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL BIB BIB -W/IN FILLED CELL W/IN FILLED CELL 1'-8" 8'-0" 1'-8" 1'-8" 8'-0" 1'-8" 11'-4" 1 V-4" 6'-8" 6'-8" FOUNDATION PLAN - RIGHT SIDE SCALE: A"=1'-0" e*s co c 0 a� -o D i •�+ o o o 12 eo o .- 40 G y Q � NCU � a� —5 m c �oE ' 3 �o cc C13 i.a ccO 9 T a� � E 0 0 a o CM 0 CV r N o `��ttiSllil�� LE W * co: No 750 STATE OF •�: A'�� 0•f3\.•, ,�.••,4 r>ror�ttlt�`o 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 Engineers signature and seal. W E 8tM C 20 to LJ ni rn r- r- LL W W M OV a a a a z JLLLL z Z °� CIL ucrn cc 0 W ¢ k W co J 0 6° w Z N CO Z N H O U ❑❑❑ Z W z N f0 o z CO z o d J QE3 - N z CI N 8Co � o � i-••J ci7 — i O w o Ly N N 0) A 0) z� w t allU �® 8 8 Q Y ~_ o z ch m J -0 z LJ- a z f 4 o o° z"e H ro _ 0 d 00 � o co do oz �z Z (D -22 It %. z S <o w z m0 o� z0-,2z m O0 Q 4 W z z W o 3 m oa LL �o d Z 0W FC Z C� F IIIIIIIII' =I< a0 o > oo 2 � Of N I— c� r- C.Q CO 00 CEO LM r r ' T 1-11V CrcYi T T 00 (n m 00 L0 o r_ M L0 C N O O M r M r y CD o Z Z E T m *- c a. E U Q p JOB NO: 23-13115-13120 SCALE' AS NOTED SHEET NO. 2.2 N11 �, 4r„ i ; L: