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WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN w Z W Cn CONTROL JOINT DETAIL SCALE: 3/4" = 1'-O" #5 CONTINUOUS ' ;, . , •' s ,_ REINF. SEE FND. FOR QUANTITY r #5 X 25" X 25" CORNER '^ " ' ' '' BAR ONE FOR EA. • HORIZ. REBAR, TYP. 11 U.N.O. •, , £ -'Alternate: The reinf. bars shall be s cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = 1'-0" 2'-0" x 2'-0" x 1'-O" W/ (3) #5's E.W. 0 F J TYP. @ 2 STORY 10 C E - 1 PLUMBING LINE O SECOND FLOOR- -9 c� 00 co 1'-81, 10'-0" 1411 T-4" 1 2'-0" h 14, I I I L o� 6'-8" I / M 1'-4" 25--0" 13'-4" 2'-0" x 2'-0" x V-0" W/ (3) #5's E.W. T-1 0" 51-2" 41 0 00 0o AC PAD 11 --- I --- ---------- -------------------II IOVID J 1-1/2" RECESS TYP. @ 4/ IR SG DOOR. REFER S6 2 STORY HVAC CHASE If BASED ON ) MASON'S SCOPE I IR WIDTH I LOCATION • I I I/ I • b INDICATES FILLED CELL W/3000 PSI CONC. GROUT I I I I r r FROM FTR. TO BEAM W/ 1 #5 1 1 I C.J. _ _ REBAR_VERT. ABOVE SLAB. r TYPICAL @ALL PLACES T SHOWN HOOKED FTG. i I DOWELS 17" EMBEDMENT — — W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" Ln • Ifl I I I • a Y I I I 11 °C mall 11 � I jlj 32" MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY in I 3XV MIN. 2500 PSI CONC. q(AB OVER I 6 MIL VISQUEEN VAPOR QARRIER • I — — C.J. _ _ —J L 1 20" I 2'- " 5'-3" 15'-411 1 1 II I • 0'-0" ELEV. I I FIN CONC. SLABI I I • o I II I 113'-0"x3'-0"x1'-01' 1 10'-7 1/2" '-0"x2'-0"x1'-0" 14'-5" I I W/ (4) #5 E.W. ED i. / (3) #5 E.W. • I --- • r- ------------ -- ---- — I • I 11 I I I I I I I I I if ^ ALT ^i I I I AC PAD I I II II I l_�11 L.--_ =— O Ch CV ED co 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 in o 0 bo lqT CDM I -31/211 4 STEP I J t,) I C DOWN �I S6 in 17'-1 " S3 MIN. 101 61 All 1 o K TYP. @ �, I 2 STORY I S3 I (BUILDER TO PROVIDEbi 1 IAPPLIANCE PROTECTION CL I WHEN REQUIRED PER FBC I O I TOP OF CONC./ REC SS FOR FRT. DOOR J I I PAVER TO BE 4" PROIDEI/2"x91/2" I 91-411 9--411 i BELOW FIN. FLR. � n --I— — — C.J. — --�— — --_ — — — fi— • I L = I o 0D N W O ao 2111 TYP. @ zo O z o S3 I I 1'a4" ENTRY 1 2'-6"x2'-6"x1'-0111 C � O T SINGLE I W/ (3) #5 E.W. N STORY I _ • rl I T Ix OF z (2) #5 VERTI ALS C%j O 1= I W/IN FILLED ELL I V~j •- W/#5@8"O.COU- S9 HB I to 9 o 3'-0"xT-0"x1'-011 ---- eel I A• E.W. 16'-811 18'-8" 614 " 25'-0" 0 0 Z U)O N U- FOUNDATION PLAN-B SCALE: y4'=1'-0" en N o -o -r ? W 1r o a. = c L-. c, em W c- 10 0 >_ -a CN = rn 'Q N C'V lC do-�d c ECJ Ca 3 3 f0 m CD a C a o W Qa E �O o Cj-� �� e�a�s��y,itttfelliJ�;!�t ,e gF� BpFP�s! s C) t-tiJ J•.r �� �- •'• F LO' .�•�? �� 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W g E S N CID- �_°� N "_�_ J 0 y W f71 � LL 7 u7 LL M �M0� w a nW. a a �LLi� z Q) Z .o� 1Cca� I0l: _ @ N K W rn�04Z z Z Z N M U( F 0 0 DDD Z W � z o z d v J CL ll') - N t7 U N � N a) - fQ W o a u 0 L. g INC N I^vl = U) � U � a ® ly J QN� s o w M Q . o w. Zo Q E l 7 og z® cc t 0 O U O¢ 00 �U z H < o O <o10 W Z .1 r m� _� z m ; °. '. � Z W��_� 8 o aZ yz 7 �o Milli v a ila � 3 �0 �L J 0 N O CO (0 CU U)LO N M -0 CV)0) to N LO T CMO Q T� CMO r M C` o f0 O H Z Z E T y cc 0- U Q p JOB NO: 23-06104 SCALE : AS NOTED SHEET NO. 5