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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 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 ° d UPPER 1/3 OF SLAB to �- OR FIBERMESH REINF. SLAB THICKNESS ,- LL SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN a LL H Z N Llw J `n CONTROL JOINT DETAIL SCALE:1 112"=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. •�. � v•vo; ;v•v �. v � v•v� � ♦•v TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-0" i 1 (4) #5 REBARS CONT. 4" 5x5x3/8" A36 STEEL BASE PLATM CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1.4xW 1.4 W.W.F. a. 4 A* Z-0" 1 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" �.I 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 \—CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" SYMETRICAL 18'-4" 18'-0" 18'-0" dp 1 &-0" op 13'-4" & 3'-8" 0. 3'-8"0. 134" '-01, 3'-8" 13'-4" '-0" '-0" 13'4" 3'-8" 10 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 3'-0" x T-0" x 1.4. L PAD PAD L PAD 3' " x �4' V-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)AE• 2'-0" x 2'-0" x 1'-0" HOSE HOSE Ug�oIRB 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" 2'-0" x 2'-0" x 1'-0" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. RIRRHOSE w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE—� CONDENSATE CONDENSATE CONDENSATE--� LINE 4" ELEV. FIN. 1 I I I LINE -4" ELEV. FIN. 1 I I LINE 4' ELEV. FIN. 1 I I I LINE I -4" ELEV. FIN. I Q A S3 W CONC. SLAB I o 2 I W a CONC. SLAB I o 2 w a CONC. SLAB II o 2 CONC. SLAB a Cn 6'-8" 3'-10" 3'-10" 2'-8" 1I_p.. '-8" 3'-10" 3'-10" 6'-8" -8" 3'-10" 3'-10" 6'-8" '-01, '-0" 6'-8" 3'-10" 3'-10" 4-0 �1 4 -4" _4" 4 ■ M ■ ■ ■ ■ ® ® ® ® ■ PROVIDE 1 %" RECESS FOR _ F- -1 P OVIDE 1 F RECESS FOR _ _ PROVIDE 1_ LRECESS FOR _ _ PROVIDE 1 %" RECESS FOR SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg F I S DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH F 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 FO I F I I ICE MAKE D1 L I 00 I I I — CE MAKER � I 1 — E MA R 1 I ICE MAKER — — I I co N ® I M co D1 I I I D1 I M I I I D1 I M I I I M I I I I io D1TI 1 S3 S3 I S3 1 1 S3 I N = T I �II Imp n N ■II� II 7 3Yz" MIN. 3000 BSI CONC. SLAB FOR I I� I1 I- I 7 T I (I I f I T 1 I r II �II HERNANDO CO NTY ONLY. 3�" MIN. L _ j IL 2500VISQUEEEN 1 I I 1 APOR BARRIER I I I I I I J I DBL. SINK w/ C.J. _Dl POSAL � I I DBL. SINK w/ � DISPOSAL — — C, J• I I I DBL. SINK I DISP_OSA _ I 1 I I D L. SINK w/14 _ — — SPOSAL_ I 1 o? S6 __ _ _ — rr- _ _— — _ — �� -�— - �� _ __ ter- _�— - — — _ — -1 - - - rr--� _ �-, - - _ — IIII III I IIILl II I III np @ �� II I I IIILL_ J r III J�I I I ILL_ II (.) III J L I L L JJ I I I I I 1 rIII2-STORYU.N.O. -- - _jII 12'-5" 5'-11" 5'-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" 1 ® I I PW01 I I W01 I I PW01 I I PW01 D1 D1 D1 I � I I I I I � I I I I `o 14'-6' I I 3'-10f' 13'-10" I 4'-2" I I 13'-10" I 14'-2" I I I I 14'-2" I 3'-10" 00 I 1 M M I o 1 I I I I I I I I I I I� I I I I I I I LO 0'-0" ELE . T I I I I I 1 T 0'- "ELEV. I I I '- 0'-0" ELEV. 0'-0" ELEV. T ® I FIN CON1. SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. I I -I- - I- I I - - —�- - - } I—f - I I _ , c.J. - - - zo -I - }— - - c.J. CD v I I I I I I GG I I G I I G 1 ® @ FOUNDATION 1 I 1 I I I @ FOUNDATION I I I I I I @ FOUNDATION @, FOUNDATION I I @ FOUNDATION I I 1 I I 1 0 1 '-4" I I 2' pl 2' pll I I 16'-0 2' 0" 1 I = 16'-0" 16'-0" I I 21 pll ch ro I I I I I I T I l I I I I I I I I r ® I JI I� I I� i I I �I "I� I I 1 1 i I I ((77\) I I I I I I I 1 1 1 ELEV. APPROX. 1-1/2" I BELOW F.F. I � I 11� I I �` I / �))I �� I 1 �� I I I I I i� ■ 1 ELEV. CAN BE NO MORE — — L�� �� .J — — — — ��.J — — — _ — _I �� i THAN 1-1/2" BELOW TOP OF EGRESS DOOR THRESHOLDI - � - I 1 - - I 1 1 'v VERIFY K IN `� I I I y CO I W.H. �I N � 1 1 1 y K H.W /I N zo K IFIELD K I( I I I I Co N I� W.H PROVIDE 1/2" RECESS S3 FRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH v I I _ `�z �� s 2'-1 " 2' 1 Oa" I I �� S3 PROVIDE 1/2" RECESS FOR v LFRONT DOOR. REFER TO s 2' 04" S3 PROVIDE 1/2" RECESS FOR I FRONT DOOR. REFER TO I I PROVIDE 1/2" RECESS FOR S3 FRONT DOOR. REFER TO d I L� _y T 21 1 I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH I FM24 ■ ED ® ® I ® I ® ® If -0" 4'-0" -0"10 0" I I I I 1 0" '-0" '_011 '-8" 1 ELEV. APPROX. I I I I I I 1 I 11-1/2" BELOW F.F. I o o v 1 I o I I I I I o I ELEV. CAN BE NO I �' ELEV. APPROX. 1 I 1 1 I I o Zo `0 -4" ELEV. FIN. CONC. SLAB `� I PW01 -4" ELEV. FIN. 'n CD MORE THAN 1 112° CONIC. SLAB I I BELOW TOP OF EGRESS DOOR -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ® ELEV. CAN BE NO MORE THAN 1-1/2" I I 4' ELEV. FIN. I ® CONC. SLAB D 01 D1 I 1 _j 1 1 DWo1 C.J. THRESHOLD. FIELD C.J. I VERIFY C.J. _ BELOW TOP OF 1 EGRESS DOOR ELEV. APPROX. I C.J.CS _ �- - _ _ : - w 1 o THRESHOLD. FIELD _ _ I 1 1-1/2" BELOW F.F. I w T - +_ _ W 1 " I 1' 4 5'-8 o J I I N I I N I o `r' VERIFY J 10 I I ELEV. CAN BE NO `" I I 3'-0" x 3'-0" x V-0" N I _. I I I - `n I I MORE THAN 1-1/2" I �' I wl (4) #5 E.W. N L o I I o 1 I I I o o I I I ® BELOW TOP OF ® I I I I I 4 S3 13 �' I [0 10 1' EGRESS DOOR 1 in 1 55 I I I 55 I I I 55 I I I I THRESHOLD. FIELD I 55 I D1 I 1 D1 I I D1 VERIFY D1 ■ I I I I I I I I I 1 r I I I■ I I I �1 10 I I 1 1 1 A 9 I 1 Mco I oCD I o I _ 9 'n "SEES 3 FOR L S3 T I J L S3 I I — — — S3 1 ■ — J I ■ I "SEES 3 FOR RECESS OPT." S3 RECESS OPT." _f + —� N + N S3 N S3 I S3 N %� ® ® H4 7�OSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB WIN FILLED CELL BIBB BIBB W/IN FILLED CELL V-8" 8'-0" 1'-8" 1'-6" 8'-0" 1'-10" 2'-0" 8'-0" V-8" V-8" 8'-0" V-8" 01 11'4" 11'4' 64" 11'-81, 6-8" 6-8" 11'-4" 01 7'-0" 22'-8" 18'-01, 24'-8" 41 72'-4" FOUNDA SCALE: %4'=V-0" —INDICATES FILLED CELL W/3000 PSI CONIC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL ►TION PLAN ono QU CV N N Q C0 -4 cm U_ X C-. d •�,_ Z3 o i C V M O CU C -0 N Y e a) a) 0 C N ,a) QL C Q O 'S (B I , C N -0 3:, a) • W W >'W N CL-0 --- E C CA O O C U >>a 2w °o s sus. �..�?�6L4L''0 §iFF Y '�. • S E. T� • '+ . C111• 'goFe,��c�`�� 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 seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Em a� a Q N E o N U LL V O 04 o c� co W r � � � N � EL co M fA U5 m v 2 *d LL Q N S J (p C -J 52 LL O W LLU Z J W LL W LL 2 as s,_2W - � N cp O O Y 1IL W co (1) m W w Z IL� co, d Lo N co ¢ O N = OU 5o W ❑❑❑ Z N o O O z odd J — 0- N (nv) M z o f6 w O un w oUea rti y Rig C w � — 8 L c W �0 Q No I� o w �o.., M p Q Q E 0 =o w� z > Z® oa ca Z rd _CL b E N Xo ap a oO DU ¢ W w � p C v �U �o mo Zz Z J <w �zo �n W and � � W fl n w a to w z o w¢ �~ >° d z < a ol (3 C > L � r 00 T r �c7 r_ o , 0 6 o 00 CM r co04 t� O N 00 o r d- J LO o0 d' r m j O o Z Z E O N N cu C a E U Q p JOB NO: 22-03915-03908 SCALE : AS NOTED SHEET NO. 2