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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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN -- - � 5 a CONTROL JOINT DETAIL #5 CONT REINF. TYP. CORNER BAR PLAN DETAIL SCALE:1112"=l'-T •• SEE FND. FOR - QUANTITY • ' " ' ' ' •• CORNER BAR ONE �� FOR EA. HORIZ. •' Ir REBAR, TYP. U.N.O. to CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e ea e ea. da —< 4 e - a ,�` a 4. e e .�� a 0 • a d e r e: ..e. ea • a a• e (4) #5 d ` e REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING/1 SCALE: 3/4"=l'-0" 5x5x3/8" A36 STEEL BASE PLATE 0 SECTION A —A a d a 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 M24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 3'-0" x T-0" x V-0" w/ (4) #5 E.W. A 73' fV J S6 io TYP. @ LO 2-STORY U.N.O. Y-7 x T-V x V-0" wl (4) #5 E.W. SYMETRICAL -4" 18'-0" 18'-0" 18'-0" 13'4- S-8" 3'-8" 13'-4" '-0" 3'-8" 13'-4" j '-0" '-0., 13'-4" 3,4" VERIFY VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C L LOCATION OF A/C AC PAD L PAD PAD L PAD 3' "x6-0' 14' S3 PAD S3 2-0" x 7.0" x V-0" E HO 7-0" x 2'-0" x 1'-0" S3 7-0" x 2'-0" x V-0" E 7.0" x 2-0" x 1'-0" 4j E 2'-0" x 7.O" x V-0" wl (3) #5 E.W. IRRw/ (3) #5 E.W. wl (3) #5 E.W. RIRRw/ (3) #5 E.W. wl (3) #5 E.W. IRA CONDENSATE--� WCONDENSATE P(--CONDENSATE CONDENSATE LINE I LINE I LINE -4" ELEV. FIN. -4 ELEV. FIN. 4" ELEV. FIN. I 4" ELEV. FIN. LINE $ CONC. SLAB 1 0 CONC. SLAB (911-0 o CONC. SLAB 1 CONC. SLAB 25 2 6'-8" 3'-10" 3'-10" 2'-8' '-8" 3'-10" LO S-10" 6'-8" „ I'-8" 3'-10" v' 3'-10" 6'-8" I '-0" '-0 "I 6'-8" 3'-10' y 3'-10" 4-0, 1 ■ ul1k 91 P■ 101 ® 11 EIL ® N IN 11 PROVIDE 1Y"RECESS FOR r _ r P OVIDE 1 RECESS FOR _ _ r PROVIDE 1Y" RECESS FOR _ _ PROVIDE IY" RECESS FOR _ r 7 1SS a--- -f- t— I --}- �---- �--- � r I—I—I----1 -- I �� —I—I — 1-- SLIDING GLASS DOOR. REFER F I S DING GLASS DOOR. REFER I I SLIDING GLASS DOOR. REFER I r I II G GLA sZUOR�R F T TO MASON'S SCOPE FOR WIDTH PROVIDE L I I I ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LII E FO ICE MAKE L I I _ CE MAKER { I - E MA R 00 I I ICE MAKER ® I M D1771 I I I D1 I M io I I 1 D1 I M in I I I M 1 01 I I 1 io I S3 S3 I S3 I I S3 � 1 1 II477) �I I (II IR S I = I I = U �' \ T ■■II L I II� L I 11 �II " 3 2 MIN. 3000 HSI CONIC. SLAB FOR L " 1j LLB " Jj HERNANDO CO NTY ONLY, 3Y"MIN. J Jj L� �) 2500 PSI CON . SLAB OVER 6 MIL. I I 1 ® I I I VISOUEEN APOR BARRIER I I I I I 1 DBL. SINK w/ 00 I I I DBL. SINK w/ I °Q I I I DBL. SINK I I °P I I I I L. SINKw/ ( I I °0 - — - _ C.J. _--DWPOSAL - CO - DISPOSAL _ _ _ C,J, - - `O-DISPOSA __ _ _ `D - - _ _ POSAL - CO I INI �� II �� IN III II �� IN I III II �� 1 1 1-- J JII I I ( 11L _L JII I I I I I IIL JL JN I I I I I I I I IIL _1 L___iC�. -3 IL __.NL---J IL ___JI ___J L_-- C-- _JI D D IL 1: Ct :3 E Z D 12'-5" 5'-11"1 1 5-4- 1 5-9" 12'-3" 12'-3" 5'-9" ® I I I I 01 I I W01 1 I W01 PW01 I D1 D1 D1 D1 I 1 III I III I III I III 14'-6' S-114.1. 1 T-10" 4'-2" IL 13'-10" 1 14'-2" I I 14'-2" 3'-10" 1LO I ILO I I 0'-0" ELE . I I I I I I 0'4" ELEV. I I I I 0'-0" ELEV. I I 0'-0" ELEV. I I I 1 ® I FIN CON . SLAB I I FI CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB 1 , c.J. c.J. - - - -I --f — - - c.J.co I GG I I I I I I GG I I I I G I I G I I I S3 S3 3 S3 ® I 1 @FOUNDATION I I I I 1 I 1 @ FOUNDATION 1 I I I I @1FOUNDATION I I 1 @ FOUNDATION 1 2. 0„ 2' 0„ I 1 16'-O 2' „ I I = 16'-0" 16'-0" = I 1 2' 0„ r I I I I 1 I 1 I r -f- ®IL i I I = 1 1L- I I = I I 11 L 1I I= 1 I I I I I I IF 1 I I I� I I F ELEV, APPROX. 1-1/2" ■ I BELOW F.F. — — --I L` —I L�� L ELEV. CAN BE NO MORE ' \ THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I I I I �. I I 1 � 1 FIELD VERIFY K �., / iv K fO /I N `O iv I / I cO PROVIDE 1/2" RECESS = 83 V - - +%�� S3 = PROVIDE 112"RECESS FOR I /J 53 PROVIDE 1!2' RECESS FOR I I PROVIDE 1l2" RECESS FOR S3 L\— "HT - 1 FRONT DOOR. REFER TO �4 MASON'S SCOP�OR WIDTH `� I 2'_1 " 2 1 Oj" I v FRONT DOOR. REFER TO 2 Oi„VL--,- I LFRONT DOOR. REFER TO FRONT DOOR. REFER TO I 2'_1 " I FM24 FM24 MASON'S SCOPE FOR WIDTH FM24 MASON'S SCOPE FOR WIDTH MA- N'S STCOPE FOR WIDTH I FM24 Of ■ ® ® ® ( I ® ■ — 1 ® ® ® ® ® -0'" 4'-0" -0" 0" I '-0° -8"� 1 ELEV. APPROX. I I I I I I 11-1/2" BELOW F.F. 1 04a 1 1 1 o =00 I coo 1 1 1 00 4 I ELEV. CAN BE NO 1 ELEV. APPROX. -4" ELEV. FIN. I -4' ELEV. FIN. � " O CO MORE THAN 1-1/2" -4" ELEV. FIN, 1-1/2" BELOW F.F. I 1 -4" ELEV. FIN. I CD CONC. SLAB I I CONC. SLAB I BELOW TOP OF CONC. SLAB LEV. CAN BE NO I W01 ® CONC. SLAB W01 W01 EGRESS DOOR IID ORE THAN 1-1/2" D1 d I I THRESHOLD. FIELD �; 1 BELOW TOP OF 1 I D1 I D1 U ■ 1 _ C.J. _ _ _ _ = C.J. ■ _ = IVERIFY C.J, = I EGRESS DOOR ELEV. APPROX. I _ C.J. ■ -� I 1 1 ■ 1 N 1 THRESHOLD. FIELD��, I I 1-1/2"BELOW F.F. 1LO N 1'-4' 5'-8" 1 r 1 I 1 I I I 1 N� 1 VERIFY 1 I I MORE THAN ELEV. CAN E N102" I I N I y N L 4 1 I 4 I I I WWW 1 Q I I I ® I I BELOW TOP OF S3 S3 I I EGRESS DOOR 55 I I 1 55 I T I I 55 I 1 I 1 THRESHOLD. FIELD I 55 D1 I 1 D1 I I D1 VERIFY D1 1 ■ 1 I I I I I■ I ' I co Cn A co = S3--- I' "SEES 3 FOR S3 T I S3 I I S3 1 ■IN I ■ I RECE S OPTR L RECULOPT." J L--- — --J L L_ — J L L I L---- -- ® ® + S3 C14 ■ S3 I S3 ■ �' HOSE HOSE HOSE HOSE (2) #5 VERTICALS I (2) #5 VERTICALS I I I I (2) #5 VERTICALS I I I (2) #5 VERTICALS BIB WIIN FILLED CELL W/IN FILLED CELL BIB W/IN FILLED CELL BIBS BIBB WIIN FILLED CELL V-8" 8'-0" 1'-8" 1 0A 4„ 2' 8'-0" 11'-4" INDICATES FILLED CELL W13000 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 FOUNDATION PLAN e+ra pc + N � U� O 1.1J a� m Z C f0 C.. N _ SO YC W a w M C Q dry � ac 2 dE.� -� ••� V of » CL s' M a M Q 0. tO Ft0 w/v �,f"NSE N "'• r., FLO o ••....... P� I?OFI 4�t4�'��` SS10 0),, 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 Engineers signature and seal. 0) E o 0 LL l L z oe� 0 _ � N �� ;w N LLW W o❑ 0 V 2 z z � �- I U N z 5 LL ■ T GI) Lo W V � �V) W � U al d • r• Q S� M E a g ° o E I— �i R O 6 on "o z C, N 1 O i zYgLL c 8 8 U W -58 G 0 cb E cc _ (d 00 O a m ,Cc CD o = OO O N Ill) 0 M N C) d) N_ Cn .. � 00 r 06 E E N c Ch O Z M N E CD m o o wi f° i= a JOB NO: 22-12568-12561 SCALE : AS NOTED SHEET NO. 2