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Lam' llalL �i; ,�IYlYII1lVllr@ 41km jo 65'-0" 54" 1,_ 3- s, 5'-0" 5'-0" 1. 5'-10" 3'-10" 6'-0" _ 6'-0" 3'-10" 2'-10 5'-1163, 5, A H.B. TYP @ 1 STORY S3 U.N.O. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ , r o _ I � Cl) 16'-0" 1. 2-94 L. 6-10".' II 01_0 I C I fl \ SINK I DISP I ; I I I bo I I — — — I ; I �� ----- :. III A o Pn � L : , D.W. I I I} I M Lo S3 i L_I ••��•• I .. - : _—J CHASE TO IS D II o i I TYP @1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Yi' RECESS CJ — — — — — — — — — — — — CJ OPT• T eJ CJ ; I FOR SGD. �"1� REF. :::•:••••••••••••••• : CJ — I I ■ 10 10�' PER FIELD I MASON'S SLOPE FOR CONDITIONS LOW WALLS WIDTH j� I I 0 d 4'-0" I 16'-10" -12'-10" INDICATES FILLED CELL w/ 3000 PSI v CONC. GROUT FROM FT. TO BEAM r — — — — _ •— — — — — —J W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ..... \ ■ ■ ■ I TYP @ ALL PLACES SHOWN I I TOP OF CONC.I PAVER T BE 4" ■ 2 #5 REBAR () HOOKED FTG. DOWELS 5" EMBED 0'-0" I 'I � HVAC CHASE BELOW FIN. FLR. ■ 4'-0" 4'-4" 4'-6" 01 VERTICALS w/ in „ �� W/ 25 EXT. ABOVE SLAB GRADE 401 BASED ON I SLOPE I FILLED CELL PROVIDE Y2" x 9" LOCATION I RECESS FOR FRT. POOR \ to v \ 2'-6'x2'-6"X1'-0" FTG I 3S oin, 25-10$#5 E.W. 9'- W/ (3)V 5•_0' ■ 61 -------- — — — ■ O (— \ CJ CJ .7inl TK (2) #5 REBARS3 TYP @ 1 STORY 3 I CC 83 VERTICALS wU.N.O. I C? AHU I FILLED CELL A._ 2'-6"x2'-6"X1'-0" FTG :: _ .. I ::3-5 _ _ _ _ r 7-1 2'-6" x 2'-6" x 1,-0" W/ (3) #5'S E.W. (2) #5 REBARAin VERTICALS w SLOPE, I I ""� T W/ (3) #5 E.W. G �� -3 1/2" I S3 o I I I OPT. D PT. I FILLED CELL —too O :::................ ■ I - J---------_ = 1' 5'-3" -10„ O I I. I T 3'-6" I co 1 (OV � ■ CJ CJ O ' ' I 2' 7a" ' ' ' 7'-10" 1'-I' EDGE OF SLAB 2" • I 3-1/2" MIN 3000 PSI CONC. I SLAB FOR HERNANDO BEYOND WALL I COUNTY ONLY I J N 3-1/2" MIN 2500 PSI CONCH K o `�; S3 U) SLAB OVER 6 MIL VISQUEEN I ^ I S3 I ' I , N VAPOR BARRIER T 35'-4" • • 20'-6" ■ • I I :: BUILDER TO 0'-0" I I PROVIDE I (2) #5 REBAR I : ; APPLIANCE VERTICALS w/ in 4-0 12 1" O PROTECTION FILLED CELL :: ' `° I WH• WHEN REQUIRED tt PER FBC ----------+— --- -- --------�' — -- +-- ------J ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ V-6" L 5'- a A S3 TYP @ 1 STORY U.N.O. in 6' 5' H.B. [v"I 7- FOUNDATION PLAN MONO - ELEV-B1 SCALE: 14'=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING 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 VWVF 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 .p a .. CL CONTROL JOINT DETAIL SCALE: 3/4" = V-0" .� •� ;;1 '--#5 CONTINUOUS ,,: " ; . _• REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' �•• ' �•• �• BAR ONE FOR EA. ' ' • •- ' HORIZ. REBAR, TYP. •�•. U.N.O. •�...�•'.,..•.,..• ,� • •, •, •, ,.e "Alternate: ' The reinf. bars shall be •- •, • •- •, •• •, cunt. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" ;J r • �� * C) < e�� :�• Co Ile. �� o t to wti��♦♦ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for Me sbuctural engineering portions of the drawing pages bearing Engineers signature and seal. W Q O � $ N f0 c^D N ik J N r # LL t» _j LL _ a ) LL N 22 , LL a , M W y d cu� a s > -c Z -0U) o Imo W M 01 LLZ ._� N p p J to � NQcnZ O J A z 0000 W z g J f7 d N m V) _ LL ■ tv U LU � Q Q ) V) o 2 w Q S r o M M W Z � z o >� Qo sg I 0e oa E V f0° C X U 000 O o � N a� `d° Z. o wz �W M .q mo Zz z J ° Z t)C SL a w 8� ° Z aLL r=� W i IIIIj tOD = 0 L (V = LA L a; U 00 N T m C E r M 0 0) d' CV T— T 00 a) L E _ M o Z E O E ca m c m a. U _j v M Q 0 c JOB NO: 20-3571 SCALE : AS NOTED SHEET NO. 6