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III�Y1111YI�III11■J■illi■IiI�1JI�W4, �L�.� Ib.i...:L 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 SIN 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 z `o °�- CONTROL JOINT DETAIL SCALE:1112"44' #5 CONT REINF. SEE FND, FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR A. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1 AxW 1.4 W.W.F. d ,da - d A. e d a a b d d d' d 40 It', d REBARS CONT. 4" I 2'-0" 14" 5x5x3/8" A36 STEEL. BASE PLATE CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 51 SECTION A -A NEWAII, O r 1 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT G C I rFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN >r 0 �LL 0 LL N SYMETRICAL 18'4" 18'-0" 18'-0" 18'-0" 01 1'-4" 13'-4" 3'-8" S-8"01 13'4' '-0"01 3'-8" 13'-4" '-0" '-0" 13'-4" 3'-8" VERIFY VERIFY VERIFY VERIFY LOCATION OF NC AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD 34" x 3'-0" x 1'-0" L PAD PAD L PAD 3' " x S'-T 1'-0" S3 PAD w/ (4) #5 E.W. S3 S3 4) 2' 0" x 2'•0" x 1' 0" H SE HOSE 2'-0" x 2' 0" x 1' 0" 2' 0" x 2' 0" x 1' 0" HOSRII E 7.0" x 2' 0" x 1' 0" 2'-0" x 2' 0" x 1'-0" HOSE wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE �—CONDENSATE CONDENSATE —� -1 F 4" ELEV. FIN.LINE I 1 I I LINE �" ELEV. FIN. I 1 I i LINE 4' ELEV. FIN. I 1 ( I 4' ELEV. FIN. LINE ( I I A S3 o CONC. SLAB 1 �, 2 I CL ONC. SLAB I ' 2 $ CONC. SLAB I ' 2 I CONC. SLAB a I o 14' 6'-8" 3'-10" 3'-10" 2'-8" 11_p,. -6, 3'-10" 3'-10" 6'-8" -8" 3'-10" S-10" 6'-8" -0" '-0" 6-8" 3'-10" S-10" 2'-8" / / 1 4" 4" 4" 4„ ■ ® // ■ ■ ■ ■ ® ® ® ® ■ 17 `r PROVIDE 1%� SECESS FOR 4— — — — SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg _ I — — I — — —PROVIDE 1 Y2"RECESS FOR S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH — — _ t I —� — I — — PROVIDE 1.2:_RECESS FOR SLIDING GLASS DOOR. REFER — ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH i — PROVIDE 0/2" RECESS FOR — — I — I LIDING GLASS DGOR. REFER T MASON'S SCOPE FOR WIDTH PROVIDE LI E FO — — — I I I ICE MAKE D L I a4 I I I CE MAKER oo ( 1 — E MA ER 1 I ICE MAKER _ — I I o0 ® I M D1 en I I I D1 _ I Mco S3 174 7771-1 S3 I I (y/ S3 I S3 �4, 7 I j `III Ii(.�� I r T 3Y" MIN: 3000 RSI CONC. SLAB FOR HERNANDO CO NTY ONLY.3Y2" Jill LlI I I� j (I � I _ L _ MIN. 2500 PSI CON , SLAB OVER 6 MIL. L _ L = VISQUEEN APOR BARRIER J DBL. SINKw/ _Dt POSAL 00 ifl _ I I DBL. SINK w/ °° CO _ DISPOSAL —_ _ — C J _ I I DBL. SINK I 0? o _ DISPOSA _ - I I D L.81NKw/ _ _ POSAL_ I I o0 `� _ _ - ,rr r -�,► F --� _ -I-- ----ter- _ _ — rr - in TYP, @ 2 STORY U.N.O. I I IIII �� I I I IIII R r� III RI III I I I III I I r� IIII I JL RII I I I III J I I I III 110 III I R� RII I I I I I III r, I I I I I ,,,IL_ R RN =J --JL_� J] L _=J __� L— =J I C--JL—= C I C I C I C- C 12'-5" 5'-11" F-9" 12'-3" 5'-9" 12'-3" 12'-3" 5'-9" ® I I PW01 I I PW01 I Pw01 I _ I W01 I D1 D1 I D1 I I D1 o _ I co I I 1 1 14'-6' 3'-1 4' 13'-10" 4'-2" I 13'-10" IOrm 14'-2" I I I ( 14'-2" 1 3'-10" op I F_ I I r� I 1 17—zn co M i o I I I I I ( I ( I I I I I 1 I I I I I I ro I 'o I ro OL 0'-0" ELE T I I I I I I T 0'- "ELEV. I I I r 0'-0" ELEV. I 0'-0" ELEV. ® I FIN CONI. SLAB I I I *Fl�CONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB I , c.j. c:J. — — — —I —I— — — C.J. _ I _ i t I I I I GG I I GG I I G I I G I ® I @ FOUNDATION I ( 1 I 1 I I @ FOUNDATION I I I I I I @,FOUNDATION I I @ FOUNDATION I I 0 1 '4' ( I 2 0" 2 0" I 16'-0 2' 0" ( I 16'-0" 16'-0" I I 2 0" M Co I r , r� I r— I IL IM I L JI IL JI I 1L JI i00 I I_ co zo LO _, 1 1 I I I I I I^ I I l i I I I I^ I I I I 1 I I ELEV. APPROX.1-1/2" I BELOW F.F.%�� I /� I oi\` I\1 I L ■ I ELEV. CAN BE NO MORE I THAN 1-112 BELOW TOP OF EGRESS DOOR THRESHOLD, — — I 4 `9 — I l I\ I I ( I I I — �\ I �I I I FIELD VERIFY K 19 l i W.H. H.//I iv (o /y K 1 cv K K zo N I / �, PROVIDE 1/2" RECESS _ S3 = a _ -_ — / S3 I � PROVIDE 1/2" RECESS FOR _ S3 PROVIDE 1/2" RECESS FOR I I PROVIDE 1/2"RECESS FOR S3 t_ Hy T (_FRONT DOOR. REFER TO �D MASON'S SCOPE FOR WIDTH � I ( FM24 2'-1 ° 2' 1 3+ FM24 _ I `t LFRONT DOOR. REFER TO 2 03+ MASON'S SCOPE FOR WIDTH 4 FM24 I FRONT DOOR, REFER TO MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER MASON'S SCOPE FOR WIDTS I FM24 ■ ® ® OD I ® I +-p„ 4,-0„ ,-p„ p„ I I I t I O„ ,_0,+ ,-O" ;'-8„ ,ELEV. APPROX. I I I I I I I I I1-1/2" BELOW F.F. I o o I I I °0 I o I I 1 ELEV. CAN BE NOELEV: /Z. APPROX. 1 I I d I I o 9"' -4" ELEV. FIN. CONC. SLAB I `D I 1 W01 I 4" ELEV. FIN. 10 MORE THAN 1-1/2 CONC. SLAB j BELOW TOP OF EGRESS DOOR -4" ELEV. FIN. 1-1/2" BELOW F.F. CONC. SLAB ELEV. CAN BE NO ® ORE THAN 1-1/2" I I I 4" ELEV. FIN. I CONC. SLAB W01 ® I I W01 C.J. D1 I THRESHOLD. FIELD C.J. : (VERIFY C.J. _ BELOW TOP OF EGRESS DOOR I I D1 ELEV, APPROX. I C.J. I I D1 _ — _ _ _ — o THRESHOLD. FIELD S — 1.1/2" BELOW F.F. © — — �_ _ 1 4 5 8 I o I I I N o "' VERIFY EO I 1 I ELEV. CAN BE NO `" I " , " 30x30x1-0 "' .�, I I I I I MORE THAN 1-1/2 wl (4) #5 E.W. N L o 1 I o I I I I o o I I ( BELOW TOP OF ( I CS3 "' LO LO ® I EGRESS DOOR ® LO 55 I I I 55 I I I 55 I I I THRESHOLD. FIELD I 55 D1 I ( D1 I I D1 VERIFY D1 ■ I ' I � 10 I o I I I o I 1 I 10 I I I I I t I o A I I 53 I I I — I I _— — L— --_ 1 + I c o I cA I 'n "SEE S-3 FOR L S3 I T J L-- S3 I I T — — — I S3 I ■ — I "SEE S-3 FOR I L_ RECESS OPT." S3 1 RECESS OPT." — — S3 N S3 Ft S3 iv ® log ® HOSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS I HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB WIN FILLED CELL WIN FILLED CELL BIB W/IN FILLED CELL BIBB BIBS WIN FILLED CELL — 8'-0" V-8" V-6" 8'-0" 1'-10" Z-0" 8'-0" 1'-8" V-8" 8'-O"' 1'-8" 1 V-4" 1 V-4" 6'4" 11'-8" 69'i 6-8" 0 11'4' 7'-0" 22'-8" 18'-0" 24'-8" 72'-4" FOUND/ SCALE: Y4"=V-0" —INDICATES'FILLED CELL WI3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB, TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL MON PLAN Cn crj cv N. Q ru: C3- h f .0 'CM C4 an , rs ce 2 ram. 1= a,�yg6ji11 'ago 11vtv • ./ Lj 0�1- , , 1 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 W vE B V c 1 C 2 P.� . N (ii N 0 � # tl LL W L ,^ J V- Z a - 4 _ m c � � S 0 W oIL � W °' m w Z 0 d IL z N do U W W ED Ll (D M �- Z N M O O Z � o_ M Vi Z "a 0 o 4�� w � v �y N -.+ U w � E U 2 8 Q o W Mz z o ¢ J U ¢ w❑ zo 0 caI=E z ❑a Z C7 U❑ a ¢ Z 00 ❑ G W Z N It o as rr � d r Y 00 m� zzw z) N J m 7 W 20 z M 0 w0 O �w W �0 o oz <4 =� o J CflW a 2 00 zl¢ 3: ,o �— ;n >MCI, Q; < 1� A c6 r co CD CV 0- � C.fl M ILlicc cYi U r o C m LL O O 00 E C)O 00 t=— 0 Cn GI N M IN Q CO O r 00 N T 0 Er Cd 0 N z E C) N a E U 0 ¢ p JOB NO: 22-12552-12545 SCALE : AS NOTED SHEET NO. 2