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I . II t r It 1 1— 1 __ - 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 Ir o 1/8" SAWCUT x 1/4 c� UPPER 1/3 OF SLAB SLAB THICKNESS SOEE PLANMESH REINF. WHERE SHOWN ON } FOUNDATION PLAN o Z c� W Q wCn _7 CONTROL JOINT DETAIL SCALE: 11 /2"=1'-0" #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 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxVV1.4 W.W.F. a 9777777, ° d A• n• (4) #5 d . a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BASE PLAT SECTION A -A 1 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 rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" CONCRETE SLAB PER PLAN SYMETRICAL 18'4" 18'-0" 18'-0" 18'-0" 1'4" 13'-4" 3'-8" T-8" 13'4" '-0" T-8" 13'4" '-0" '-0" 13'-4" T-8" VERIFY 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 T-0" x 34" x V-0" L PAD PAD L PAD 3' "x 6-0" V-0" PAD wl (4) #5 E.W. S3 S3 4)OE• . 2'-0" x 2'-0" x 1'-0" HOSE HOSE 2'-0" x 2'-0" x 1'•0" 2'-0" x 2'•0" x 1'-0" HOSE 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" y HOSE TRI w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W, wl (3) #5 E.W. RR CONDENSATES_jn CONDENSATE �—CONDENSATE 1W F CONDENSATE i LINE 1 -4" ELEV. FIN. I 1 I LINE 1 -4" ELEV. FIN. 1 I I LINE -4" ELEV. FIN. 1 I I LINE -4" ELEV. FIN. A S3 a- CONC. SLAB 1 � 2 o CONC. SLAB I � 2! o CONC. SLAB I � 2 I CONC. SLAB o I � I 1'-4" 6'-8" T-10" T-10" 2'-8" -8" 3'-10" 3'-10' 6'-8" 1 -O '-8" 3'-10" 3'-10" 6'-8" 0" '-0" 6'-8" 3'-10" 3'-10" 40 4" 4" .4" .4" PROVIDE 1 Y" RECESS FOR - I- -- — t -- — _ C I � — -i- — —— P OVIDE 1 y" RECESS FOR — _ _ I I — —1 —1— PROVIDE 1 %" RECESS FOR _ _ PROVIDE 1 %" RECESS FOR I --I—I -- — 1-- SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg I I S DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH SLIDING GLASS DOOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FOf� I (— I ICE MAKE 1 L I 00 I I - CE MAKER co I 1 - E MA ER I ICE MAKER _ - 1 1 ® I M D1 I I 1 D1 M co I I I D1 I M co I I I M I D1 I I I iD S3 7 47 S3 M47 S3 S3 I 1 ( N I i T r I ' 1 y 1 I Il11ITI /� I I I `�' 3Y° MIN. 3000 RSI CONC. SLAB FOR ro l l y (I I - I I r I M 11 I l l l j L HERNANDO CO NTY ONLY. 3%" MIN. L _�� (L` J t__'j SLAB OVER 6 IL 250VISQUEOEN I APOR BARRIER ® I I I I I I I J DBL. SINK w/ C.J. �f$POSAL IIII � I ' I III DBL. SINK °0 � DISPOSAL _ - __ , C•J• - I I III - DBL. SINK / °0 -DISP_OSA _ _ CO �— - I I 1 L SINK wl _ _ _ _ POSAL_ -1 - - - - �r -� III I 1 00 _ `D -�� - -1 4 _ zo � TYP @ 2-STORY U.N.O. r) 11 i I III R r III RII I I I III II r III L_ RII I I I Ill_ II III L_ JII I r) I ( 1 I 11 IIL J III JII _� _j J _j ==A --j �—_ C--J`�-= I C=-JL - I C 1 C-- 12'-5" 5'-11 " 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 01 PW01 PW01 I I W01 I W01 D1 D1 I D1 D1 o 0 I I d I d M I I � I � I I I I is I 14'-6' II I 3'-14. I T-10" 1 4'-2" 11 1 13'-10" I 14'-2" I I I 1 14'-2" I 3'-10" I �� I I �-� I I I-� I I r� M I 1 1 I I I I I� I I I I 1-1 I I I I 1 I LO I 1 - 0' 0" ELE ( I I I I I 0'- " ELEV. I I I 0'-0" ELEV. 0'-0" ELEV. ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB 1 I FIN CONC. SLAB 1 , c.J. I- I I - - I - - �� - I I _ , c.J. - - - -I —� - - c.J. _ I I _ _ v I I I I �L I zo GG I GG I I G I I G I ® @ FOUNDATION 1 1 1 1 1 1 ( @ FOUNDATION I I I I I I @IFOUNDATION I I I @ FOUNDATyON I 1 1 1 0 1 '4- I I 2'AO" 2' Ol. I I 16'-0 2' 0" I I = 16'-0" 16'-0" I I 2' 0" 60 1 I I I I I I r-- ®IL_ J I IL_ j _ I I L iI �'\ I I EO co 00 11,'l/I N 1 ;7 „ (ELEV. APPROX. 1-1/2 I BELOW F.F. I I 1 l\ ,I I I / \,/ I i ,,!,\I I I f �/ I �` J I I I I I I ,I \14 1` I ■ I ELEV. CAN BE NO MORE '/ —� I - THAN 1-1/2"BELOWTOPOF EGRESS DOOR THRESHOLDI I I - 1 1 / \1 FIELD VERIFY K N I i I; /y W.H. H.� I iv � I\ I �� K I N K I I I K _ I I I zo iv 1 PROVIDE 1/2" RECESS _ 83 _ � , ( S3 PROVIDE 1/2' RECESS FOR S3 PROVIDE 112" RECESS FOR I I PROVIDE 1/2" RECESS FOR S3 �W.H �y T FRONT DOOR. REFER TO -v MASON'S SCOPE FOR WIDTH 3 2'-1 2 104" I 'v LFRONT DOOR. REFER TO s 2 Od I LFRONT DOOR. REFER TO co FRONT DOOR. REFER TO v 1 2'-1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 OT ■ ® ® ® I ® ■ -0" 4'-0" -0" G" I I I I 0" '-G0 -0" -8., I ELEV. APPROX. ' I I I 11-1/2" BELOW F.F. I o 9 o I 1 oo I i I o I I I I - q ( ELEV. CAN BE NO I d ELEV. APPROX. I I 1 I 1 I o co LO I -4" ELEV. FIN. CONC. SLAB to I I I PW01 1 LO MORE THAN 1-1/2 4' ELEV. FIN. CONC. SLAB I BELOW TOP OF -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO 4' ELEV. FIN. I PW01 ® CONC. SLAB zo I W01 I 1 I EGRESS DOOR MORE THAN 1-1/2" C.J. D1 d I ITHRESHOLD. FIELD C.J. : = IVERIFY C.J. _ I BELOW TOP OF I EGRESS DOOR 1 I D1 I ELEV. APPROX. I C.J. I I � D1 +_ _ _ _ _ _ 10 THRESHOLD. FIELD _ 1-1/2" BELOW F.F. 9 r — — 5'-8" I �_ o I I "' I I I N ,'T a 1 o VERIFY n 1 I I ELEV. CAN BE NO `�' I I 3' 0" x 3' 0" x 1'-0" �, MORE THAN 1-1/2" w/ (4) #5 E.W. N L Q I I q I I I o q 1 I BELOW TOP OF I I I 14 S3 S3 1 � _ 10 ® I EGRESS DOOR 55 I I I 55 I 1 55 I 1 I 1 THRESHOLD. FIELD I 55 1 I D1 I I D1 i D1 VERIFY D1 1 ■ I I I I I _ I 10 I I I Lo ED M I o I I -1 "SEE S-3 FOR S3 T 1 S3 I T I S3 1 ■ ■ I "SEE S-3 FOR S3 L RECESS OPT." L L_ — — — L _ _j L I L- RECESS OPT." L — —(— + — — — — — — — + q v S3 0" �' S3 S3 iv ® ® A Iiilii 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 8'-0" V-8" 1'-6" 8'-0" 1'-10" 2'-0" F-O" V-8" 1'-8" 8'-0" 1 V-4" 1 V-4" 64" 11'-8" 6'-8" 6-8" 1 V-4" 7'-0" 22'-8" 18'-0" 24'-8" 72'-4" FOUND SCALE: Y4'=1'-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" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN N N 0 N O = V N — o m x � aY N --' "> o s � � 3 � cc = E o d U 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 v E Mo Q � U 0 0 N r (N0 M N 0 zSzS ik LL 4V�`y Q C J 2 LL W s°' J lL SSSS p, g Z (0 C d L m o 13 Ci � '� N Cp 0 t_�; 0 (n ILZ L" M Z Q J N J Z 00<0 W ❑ ❑ z N c7 O z z � � � N Q n ti U) Ln z Owo N w` r to in U ai LU U 8 U c N , Y �0 Q N CD ti co C.0 w M M U_ ¢ Z Z E -O <� d oLL -® E a f 00 "o o� 0U Z o E p4 a0 Oz aZ GV r i¢0 w o wM `o� m Q 60_ - U y 2 Z 60 Qi _j m Q W to < O o LL0 z 5° W T � f w� x o << po a o T > d' ai m N C� co CD T CD n� l[� o 00 C m o 00 E CN ~ CD Q CTTfl ' VJ T Q (� L O 00 6 �\ 00 VN T Q o z c N E O d ai U _jQ J JOB NO: 22-09500-09493 SCALE : AS NOTED SHEET NO. 2