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v. I O N cD N 0 D cn 0 .n N h 0 rn J CV LO 0 I O t` O I CN cc N cn i cV F-- 0 Q O a N Q� i r` O O) LO N rO 0 I I 0 LO C> 0 I 0 i o, N 0 N 0 a E 0 S C C J a 0 0 U J a) LZ M N 0 LO 0 0 O 0- CN CV O M LC7 0 0 t,-j 0 ZD w m 0 0 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 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 FOUNDATION PLAN --� w w a CONTROL JOINT DETAIL SCALE:1 1 /2"=V-0" ° #5 CONT REINF. SEE FND. FOR QUANTITY -71 #5X25"X25" CORNER BAR ONE r ° FOR EA. HORIZ. REBAR, TYP. U.N.O. t I _ _ TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxW1.4 W.W.F. ° d a - c d (4) #5 REBARS CONT. 4" 2'-O" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 O M _ I LO 1®1 I 11 5„ SECTION A —A �01 SCALE: 3/4"=1'-O" 0 r 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 (FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" I T-0" x T-0" x 1'.0" w/ (4) #5 E.W. A 73' IF 55 D1 -11 TYP. @ 2-STORY U.N.O. T-0" x T-0" x 1'-0" wl (4) #5 E.W. -4„ iE$1� SYMMETRICAL 1'-4" 13'-4" T-8" T-8" 13'-4" '-0" '-0" 13'-4" T-8" 01 VERIFY VERIFY 3'•0" x T-0" x 1'-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD L (2) #5's PAD PAD L L PAD HOSE S3 2'-0" x 2'-0" x 1'4' HOSE HOSE*IONDI 2'-0" x 2'-0" x V-0" S3 S3 2'-0" x 2'-0" x V-0" BIB w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. RIR BIB — — — — — — — — — — — — — — — — �I CONDENSATE INSATE c l d I CONDENSATE I— w -4" ELEV. FIN. LINE 1 I I I LINEW 4" ELEV. FIN. 1 I -4" ELEV. FIN. w LINE 1 I a CONIC. SLAB 2 a CONIC. SLAB CONIC. SLAB o 2 1 1' 6'-8" T-10" T-10" 2'-8" 2'-8" 3'-10" T-10'1 6'-8" I 6'-8" T-10" T-10" 2'-8" I 114. I I / 4"4" -4" Lir `19 Ljr --q -- -- — PROVIDE 1)RECESS OR _ _ _ _ PROVIDE 1 Y" RECESS FOR I _ PRO DE 1 2" RECESS OR I — — — — I— —I r SLIDING GLASSDOOR. EFER TO — -I ' I I I G GLASS DO�REFER T r SLID( G GLASS DOOR. EFER 0 I I MASON'S SCOPE FOR IDTH I I I I MASO 'S SCOPE FOR WIDTH MAS ITS SCOPE FOR IDTH I J �d 00 o0 co I I L PROVIDE LINE FOR I I z PROVIDE LINE FOR ® I M PROVIDE LINE FOR D1 I I I D1 ICE MAKER I I I ICE MAKER D1 M M I S3 I ICE MAKER S3 I I 1 S3 3Y" MIN. 3000 PSI CONIC. SLAB FOR T T p\ I f I II ` I \ l I I T I I /� j (I HERNANDO COUNTY ONLY. 3Y" MIN. V _ 2500 PSI CONIC. SLAB OVER 6 MIL. I 1 I L J L VISQUEEN VAPOR BARRIER 1 - DBL SINKw/ 00 I I DBL. SINK w/ I I °° DBL. SINK w/ C.J. - - - DISPOSALC4 DISPOSAL - - C.J. - - - C.J. -_ - _ DISPOSAL CO If - T IIII < II III III II �� IIII I I IIII r) II r, III I I IIIL J JII I I I Ill- JL JII I I I I I I IIL JL JII -�-- JL�-- _2- I �-zJL--�- I I � TJL �=J�- I I — — — 12'-52, 5'-102' I 5'-�" I 12'-2$„ I I 12'-25„ 5 „ PWO PWO I I PWO I D1 I D1 I I_ D1 I CD I I �p I ZD 14'-61I T-1 " I I 1 3'-10" �4'-2" I I I 14'- I' 3'-10" � I 1 _ ' I I I I I I I� I I I 0'-0" ELEV. I 1 0'-0" ELEV. 0'-0" ELEV. FIN CONIC. SLAB FIN CONC. SLAB ® I FIN CONC. SLAB --I- - - C.J. _ _ I I _ I I _ I I C.J. Tc.J. zo GG I 1 I I I I GG I I GG I I I 1 S3 S3 S3 I I I I ® I I @ FOUNDATION I I I I I I I @ FOUNDATION ! I I I I @ FOUNDATION I I I I 1 1 '-4" I 1 2' 0" 2' 0" I I 16'-011 6'-0" 2' 0" 1 o0 1 V7 r iITIL 1 I I �I I_ I I I 1 1 ''' (ELEV. APPROX. I I I I I I I I I I T I I 11-112" BELOW F.F. ELEV. CAN BE NOIt 4- ■ (MORE THAN 1 112° I — — — I I—L— — — — I I I I r L (BELOW TOP OF — ( I I EGRESS DOOR ITHRESHOLD. FIELD VERIFY K `P �� 1 i I I `P K I `° PROVIDE 112" RECESS FOR iD S3 N �� H. _ ��' N 53 C.D PROVIDE 1/2" RECESS FOR 1 I PROVIDE 112" RECESS F R S3 N I�� FRONT DOOR. REFER TO I I d FRONT DOOR. REFER TO J L FRONT DOOR. REFER T �t MASON'S SCOPE FOR WIDTH 2'-104' 2'-104" MASON'S SCOP'�OR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" ■ 177777, 11M 4" / IN I I � S3 S3 ® FM24 I FM24 0"� I I I I 1 I 10'-6" I I 10'-6" I 4" ELEV. FIN.' CONIC. SLAB C.J. O W1 T-0" x 3'-0" x V-0" N Cn o w/ (4) #5 E.W. 55 D1 I ' 4" ELEV. FIN. CONIC. SLAB PW01 1 C-U — — C.J. — III r N � i I I I I I I 55 I I D1 ■- ' I i I I — I 2'-6" x 2'-6" x V-0" 0 1 I I w/ (3) #5 E.W. JrA M I S3 J 1 I J o I y I I S3 Q "SEE S-3 FOR L �O RECESS OPT." — HOSE — BIB - � Mir— (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL WIN FILLED CELL V-8" 8'-0" 1'-8" V-8" 8'-0" 1' ® ® ® ® FM24 1 I —1- 4" / J_8 I 4" / I I 1 1 C. '-0" 4'-0" ' 4'-0" 0" 0" 10'-6" co `r ELEV. FIN. I - __ O I CONC. SLAB I I W ® I ® I I PWO 0 ► ► 0 - - v C.�. - cq C.J. `� C.J. �' I o _ + _ — J i �+ ELEV. APPROX. 1v I ELEV. APPROX. I N ® T 1-1/2" BELOW F.F. 1-112" BELOW F.F. ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 MORE THAN 1-1/2" MORE THAN 1-112" BELOW TOP OF I I BELOW TOP OF EGRESS DOOR I °P I EGRESS DOOR I 2' 6" x 2' 6" x 1' 0" THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. o FIELD VERIFY I I FIELD VERIFY I I —J L L I" N �1- S3 S3 HOSE I HOSE BIB BIB (2) #5 VERTICALS WIN FILLED CELL , O„ 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 FOUNDATION PLAN - LEFT SIDE SCALE: YV=V-0" C%j c a '® rr cu p W cv w cc �o N .c 7 i p cc T ,n n c � �o /1 PF V } Me Lrr- .. 'yam s+• �d i f� 4'N a f •r �.f � .;�� •"" i'" •�, °.s Pik 4k,: 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - `,l �, W Q v E O D D- n ANY o Uj N m # rn d C J # 7 u7 GD a2S t H 0 M 11 a W a a �� Ia 113 N J LLV'- � 5 Z -�°' "' Z o n�- m v o M o w., +. M W � - to o M. n m Lu J m I- W Z 05 J Z N Z ¢ 0IL x N M U to F- z Q o U ❑❑❑ L�-y > U z N M 0 0 z N � J N4-1 z LL Ch � N c w � l--- 0 U d �- - E _ R S 0 3 IO . y I ��dlll 0 N Q T ° o Ll- E Eo E 0 Co �o oo Za Z® �o �o o _3 E � ._z Qo ww cn � �y oo m o o0 m aw 15 O � U o w� >° M rJ' 1 2F -S Z ¢ U N O 00 T r U �- rn r�coco �; ~ CV M CIO LL O� T T E 60 W V m° CM o r- N 1 04 T O 'OttN T V, LO I Ch LID Z cc E' m E U a c c a � Q p JOB NO: 23-05707-05712 SCALE : AS NOTED SHEET NO. 2.1