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01 3 v I N i L0 v Cn CAD N N J �i- LO CD 0 I Ln rn 0 CID CN N I CO 1 GV M 0 o- cn N I J Lf O I LO Ln 0 I i `v V0-7 0 0 c Y Q N a v c c J c 0 J LZ M cV O Ln 04 0 0 0 a rn N O LO LO 0 Y N C) LJ a� P N 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 OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w W Cna_ CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" s #5 CONT REINF. SEE FND. FOR ` QUANTITY #5 X 25" X 25" CORNER BAR ONE F 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 d° e° TAA - e - ° o ° ° d P .• A • tl• a (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"= V-0" 5x5x3/8" A36 STEEL BASE PLATE 1 T C 111111011 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 ��j SCALE: 314" = 1'-(" 18'-4" it18'-0" It18'-0" 10 1'-4" 13'4" t. 3'-8" 1 3'-8" v 13'-4" J'-0" '-0"r. 13'-4" 1. 3'-8" VERIFY LOCATION OF A/C AC PAD Y-0" x T-0" x V-0" L (2) #5's PAD S3 2'-0" x 2'-0" x V-0" H wl (4) #5 E.W. wl (3) #5 E.W. � oro C 4 A -4" ELEV. FIN. CONC. SLAB CO S3 co a1' V-8" 3'-10" rn LN L - - - / -4- I f 55 d' D1 TYP. @ 2-STORY U.N.O. ■ PROVIDE 1-)/ RECESS OR (— SLIDING GLASS DOOR. EFER MASON'S SCOPE FOR V fIDTH ® I M I S3 r ® I VERIFY AC PAD LOCATION OF A/C PAD L E 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. CONDENSATE CONDENSATE cji LINE I LINE 1 w -4" ELEV. FIN. o 1 CONC. SLAB 2 2 n S-10" 2'-8"I I 2'-8" 3'-10" S-10' 6'-8" W. � I � I I I SYMMETRICAL -0" x 3'-0" x V-0" VERIFY wl (4) #5 E.W. LOCATION OFP D AC PAD L HOSE S3 2'-0" x 2'-0" x T-0" BIB w/ (3) #5 E.W. c51 CONDENSATEOIL I Fi4" ELEV. FIN. LINE 1 CONC. SLACn B 2 -4" r _ _ PROV E 1 Y" RECESS FOR _ PRO DE 1 "RECESS OR r TO I I F UI 1-A-S` 0-0T19rR F SLIDI G GLASS DOOR. IEFER FO I I I I MASO 'S SCOPE FOR WIDTH MAS 'S SCOPE FOR IDTH I I PROVIDE LINE FOR D1 W PROVIDE I I I D1 IC MAKER NE FOR I M I I `a M ICE MAKERPROVIDE FOR D1 I I 1 co ICE MAKER S3 I I I S3 I I INDICATES FILLED CELL W130W -, �PSI CONC. GROUT FROM FTR. r� / j TO BEAM W/ 1#5 REBAR VERT. 3 2" MIN. 3000 PSI CONC. SLAB FOR I I I 11 I ABOVE SLAB. TYPICAL @ ALL r T HERNANDO COUNTY ONLY. 3Y" MIN, I I r I I I I I� I I PLACES SHOWN HOOKED FTG. JJ 2500 PSI CONC.SLAB OVER 6 MIL. I I L I EXT. ABOVE SLAB. GRADE 0DOWELS 125" V VISOUEEN VAPOR BARRIER STEEL I I e DBL. SINK / °0 I I DBL. SINK wl I I °Q DBL. SINK wl I 00 C.J. _- - -_ DISPOSALCD DISPOSAL _ _ C.J. I � DISPOSAL cO —- -- � f�f -— - I (IIIIIII I I I I IIII r� II �� III I I II II II II 1 1 I III II I I I L_J J I I I L_JL_J I I I L_JLJ 12' S " 5,_104„ 5-9j' 12'-4" I I 12'_2 „ — PWO I PWO I I pwp 1 D1 D1 1 I D1 U 14'-6' I OL 0'-0" ELEV. ® I FIN CONC. SLAB ---I- - - A- C.J. _ I GG 1 S3 ® I I @ FOUNDATII 110 I� 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. a III I III I ,III 3'-1 " I I Y-10" 4'-2" 14'- 3'-10' OL o I I I q q I I I I I I I 0'-0" ELEV. I IOL 0'-0" ELEV. `n FIN CONC. SLAB I I FIN CONC. S.77 1LAB I I I I I I GG 1 1 GG I I I @ FOUNDATION I I I I I @ FOUNDATION I I 1 I I I I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" I I °° I I I `_ JIB —I`-- Jto I r -I I I� 1 1 'I' I 1 co 1► I I I LM (ELEV. APPROX. I I I I I I I n 1 1/2" BELOW F.F. 1 I I 1 (ELEV. CAN BE NO 1 MORE THAN 1 112" I 1\ \�/l� I I I I I-- — 1� L ■ IBELOWTOP OF — — — L_ J L— — EGRESS DOOR (THRESHOLD. FIELD 1 I I I I I I I i VERIFY N �t I I I I "0 K I °0 K �q I I �. PROVIDE 12"RECESS FOR HI H.W 'I N I� W.HI io L� _`+ �J S3 i0 PROVIDE 1/2" RECESS FOR PROVIDE 12" RECESS F R iQ S3 FRONT DOOR. REFER TO � a I I 'v LFRONT DOOR, REFER TO L_ FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-10 " MAMN'SrSZ�OfEFOR WIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oj" ■ ® ® ® FM24 I FM24 ® ® ® ® FM24 4" / I I I I 4" / 4„ / I II A' All 1, A. -I A" -4" ELEV. FIN. CONC. SLAB C.J. S3 \ S3 K S3 CL- W C.. 2 -Eowtv L LL LL Wo 8 120 13 cl Co W r z '(5 0 LLJ Z IL m ClU) 27 CA ) co . 6" 10'-6" I O" '-0" 4'-0" 1I-8 1'-8" 4'_0„ 0" 0" I 10'-6" 00 �? 4" ELEV. FIN. o 9 I I -4" ELEV. FIN.1 �* I I CV)`f I I CONC. SLAB I I io I I PW01 CONC. SLAB I ® I ® I PWO I I C.J. c.J_ _ 4 I I 4 — — oq — �_ CO C.J. _ _ C.J. _ COI W � W 3'-0" x 3'-0" x V-0" N ON I 1 " I I I I N ELEV. APPROX. � ELEV. APPROX. wi (4) #5 E.W. I 9 1 ® %^ "BELOW F.F. " BELOW F.F.1 I I � ELEV, CAN ENO IT ELEV. CAN ENO ® I I I I F I 55MORE THAN 1 112"MORE THAN 1 1l2" D- 1 I D1 D1 I ■ I I I I I BELOW TOP OF I EGRESS DOOR I - °� BELOW TOP OF EGRESS DOOR i 2'-6" x 2'-6" x V-0" i � I I L I 2'-6" x 2'-6" x V-0" q 9 I I I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. I o A FIELD VERIFY I I FIELD VERIFY ih S3 I 1 S— L_ — U o + I "SEE S3 I I S3 I S3 _oq Q S-3 FOR `0 ■ * HOSE RECESS OPT." T — J — — — — - I i� — — 00 — — L — — — - °0 BIB L I L +' c' N "' S3 S3 HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS MIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL 8'-0" 1'-8" 1'-8" 8'.0" it 1'-8" 11'-4" 1 V-4" 6'-8" 6'-8" V-8" 8'-0" FOUNDATION PLAN - LEFT SIDE SCALE: Y"=V-0" e+ N O N . L[: o O - d� > W V / G /C V N N 10 O 6 i N � Gi •W, E s c d o = Q iv c N � C o. u w - • ,'::. _. ; `. ti' E`er 1� 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 Brewing pages bearing Engineers signature and seal. • a p � c`P i O �Mv� u. a a Z Z L o� �O� O W J aN Z � y z O U ❑0❑ W z z � Z A a. N Ow ca r- � Z M Q L� E ?K QN EO lJ wi as � r0 O Z p�p� OV O n i W. Z � C SY ZLL m J .8 s'z ri u 3 ° O > 00 a� co L L OO M (� T LL r ul) r— Cr N E �� UO (O T� U t— OTO m N CV F— � O Ill') 700 = N N Q � N Ca T cD r LC) M o Z E E .. a; c a U .� Q p .� JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 2.1