Ripple Pond Lp - Abbot Square Villas

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-] _ L I _ I_ I I I I 1 1 1 1111I1L' -I I --1 W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN . w Z C CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=1'-0" GENERAL NOTES: 1 PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED 2 4" 2500 PSI CONC. SLAB W/ FIBERMESH /FIBERMIX ADDED TO THE CONCRETE. IN ACCORDANCE W/ MANUF'S INSTRUCTIONS AND NER-284 FOR FIBERMESH OR NER-414 FOR FIBERMIX, OVER 6 MIL VISQUEEN VAPOR BARRIER & TREATED FOR TERMITES 3 ■ INDICATES FILLED CELL W/3000 PSI CONC. FROM FTR. TO BEAM W/ 1#5 REBAR TYPICAL ABOVE SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ 30" EXT. ABOVE SLAB (REFER TO NOTES) (GRADE 60 STEEL) O INDICATES FILLED CELL W/3000 PSI CONC. W/(1) #5 REBAR TYPICAL BELOW SLAB. HOOKED FTG. DOWELS 17" EMBEDMENT W/ EXT. TO TOP COURSE BELOW SLAB (REFER TO NOTES) (GRADE 40 STEEL) 4 CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS. 5 EXTERIOR SLABS SHALL SLOPE 1/12" PER FOOTAWAY FROM HOUSE. 6 CONTROL JOINTS (IF SHOWN) ARE NOT REQUIRED BY CODE BUT ARE SUGGESTED (ESPECIALLY WHEN USING FIBER REINF. CONC.) CONTROL JOINTS TO BE SAW CUT A DEPTH OF 1/4 OF THE THICKNESS OF THE SLAB. FILL CUT W/APPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD. 7 NO WOOD STAKES PERMITTED IN FOUNDATION 5x5x3/8" A36 STEEL BASE PLATE 1 I o M O 5" 01, SECTION A -A 0 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 rFM24 BOLLARD DETAIL ��j SCALE: 3/4" = 1'-0" c r 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 SYMMETRICAL POISONING V V -Y 26'-8" 27-0" 26'-8" 13'-0" 13'-8" 13'-0" 14'-0" 14'-0" 12'-8" 3'-8" 7,-Orr 3,_0rr 3,_8„ 7r_0„ 3r4r 3,4r 7'-0" 3'-8" N L A :AC PAD AC PAD A L N L TYP AT AC PAD S3 S3 S3 S3 S3 S3 S3 LANAI -1- t CV t ■ ■ ■ // T \\ ■ ■ — 7� z 7 6' x 1'-0° / (_ \ 5'-0 x 2-6*x T-0" 2-6"x 2Sx V-0" ■I1wl (3) #5 E.W. / \\ 1 wl(3)#5E.W. wl (3) #5 E.W. I /W- II o T et' I I I (2) #5 VERTICALS C) WIIN FILLED CELL ■5T ■ (2) #5 VERTICALS II II (2) 5 VERTICALS \\\ 00 ■I MIN FILLED CELL I / 00 MIN FILLED CELL I NC CHASE '0(2)#5VERTICALS \\ 002 WINFILLEDCELL 1-"PVC 1" 8'-0" M II I \\T 3'-0" 8'-0" I i i 1 — — — /-310 II C.J._ ■ ■ // I I \\ ■ ■ ■ I I r ROVIDE, RECESS FOR J t- / \ L -1 F OP I I 00 PROV DE 1 y"RECESS FOR —j I I ■TSGD. SGO. REFER TO MASONS M � i SGD. REFER TO MASONS M MDE 1 Y" RECESS FOR I 1 c SLOPE FOR WIDTH 33 I I // I I I SLOPE FOR WIDTH \\ S3 REFER TO MASON'SpPE FOR WIDTH I 2-0'x2'-5x1'-0" 3 I 3 3 co I wl (3) #5 E W. IN 1 I A S3 I I I PVC WC CHASE I 0 PVC A/C CHASE \\op I I&D / o? I TYP I I o o \\\ I C� ■ i iA o� j I // M I Cl) FILLED CELLS @ PARTY WALL TO BE6-8"O.C.MAX AND @ 0'-O" ELEV. I I `) I o M I j— \\ EACH BEARING WALL FIN CONC. S B I I �/ o Till ■ I I I I I 0'-0'. ELEV. // /I I I FILLED CELLS @PARTY WALL FIN CONC. SLAB // ) I I I I (\ TO BE 6'-F O.C. MAX AND @ \\ 0'-0" ELEV. \\ FIN CONC. SLAB ih EACH BEARING WALL // \\ o0 1aD o? LOCATION"I ( �O ) II ( I // FT- M _ _ _ �� 00 ih I U I I I U ------- ----- U \�\ ■ ■ C.J. I I I Ni YSLOPE= 718" — — PE R 1_-0' OR LESS — +- —_ _ _ // G.C. CDR _ — — C T/ SLAB a0 G.C. CORD. \\ T/ SLAB I T i i r — \ // I 1TMAX v I II I oo 12'-9rr io I 4'-9„ I o \ \ I 00 /\ I // /// ( I in I I 1-4 U \ // I I \\ F- I I I — \\ G.C. CORD. // � 4 PROVIDE112" x 9 112" i I I T/ SLAB 7 T- 1 RECESS FOR FRT. DOOR I I _ I �) I // \\ 1( 4 I ELEV. APPROX. 1-1/2" BELOW F.F. I I � ` r — � // _ I Y II I) I I I o J I I I // FILLED CELLS @PARTY WALL \\ r — � 1. TOBE68'O.C.MAXAND@ I f I \\ I I L/ ♦ ELEV. CAN BE NO MORE THAN 1.1/2" I ( ■ I I\ h (�II — 1 I I // � 8'-24" I I EACH BEARING WALL 1 LOCATION \\ 8'-24„ T BELOW TOP OF EGRESS DOOR I I 6"-2-L -L— L — J // \\ L — Jl _ THRESHOLD. FIELD VERIFY— I I ' ■ II G // G o G \\ F- O G II S3 I I p ' — -63 I I I'/ S3 r— I /r 2-0"x2'-0°x,'-0" J L it I S3 \ I r 7,-Or, II wl(3)#5E.W, I-- �� G w/(3)#5E.W \\ G -�L--� 1111111111IIIII ( S3 —�� I I - �� O \\ S3 ■ I I I 11— , J I (( o/ CV �II �' N _ _ — N -- o N I CV — — ■ 'rI I I I I I O I I I I Cl) ch I Q II `� III I 9'-2" �1 I I 1\ 9'-2" i iv ih 15'-5 "' 2,-O„11 3,-0" 11 2'-1 1'_ a' 10'-10" C" I v'xv 10'-10" cV I 15'-104" co I CV 15'-10jrr i " x T-4' I ■ wl(4)#5E.W. / — - I _ / �1 M L — — — 0 0 Li LO M J -3 17 I — — O — — ; — — — — I 3112" / — — C.J. — I \ r 3, ■ W.H. / N K I I K cV H. 2'-7 „33 r2' 7i EK _ II I `° BUILDER TO I FM24 I g PROVID 1!2" x 9 1/2" IS3 FM24 ROVIDE1/2" x 9 /2" U? ■ I n I 00 1PROVIDE I RECES FOR FRT. DOOR I I ECESS FOR FIR'". DOOR M I APPLIANCE I I 3UILDER TO PROVIDE N PROTECTION I SN I BUILDER TO PROVIDE 'v APPLIANCE PROTECTION I io I PPLIANCE PROTECTION — v I — J q WHEN II HEN REQUIRED PER FB I I WHEN REQUIRED PER FBC REQUIRED ■ ■ ■ ■ `� I ,'Mx. / _ ,I I '-6' ■ I N I I 0D ELEV. APPROX.1-112" BELOW F.F. I _ u I I I 2 ( w ( o I I I r ELEV. CAN BE NO MORE THAN 1.1/2"I q I o I Li _ I N 0 I I BELOW TOP OF EGRESS DOOR `�' '�' I `n n I I 00 THRESHOLD. FIELD VERIFY L — — — — — — —`�' J io 7'-82' 8'_1" 1V-2j" I I 1U-6" PM ■ ■ ■ ■ ■ ■ ■ I 7'-0" 2'-O' 2'-O" 7'-0" 2'-4"--;, L APPROX.1.1/2" BELOW F.F. I I S3 s3 I ELEV, MORE THAN 1-1/2" I y ■ I I BEEGRESS DOORELEV. OW TOP OF O o K 3 I 4'-0" 11 "-4" 11'4" 4'-0" ( I i THRESHOLD. FIELD VERIFY I S3 FP 1 - 00 o EO I I I I III I I — -- I L J L -- J L J.1 ■ ■ ■ ■ J.1 + S3 + J.1 S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS 4'-6" 7'-0" 4'-6" WIN FILLED CELLWIW FILLED CELL WIN FILLED CELL—/ 16'-0" -2' 8'-0" 1'-10" 1'-6" 8'-0" 1"-10" 15'-4" 164" 1'-10" 8'-0" 1'-6" 80'-4" SYMMETRICAL FOUNDATION PLAN SCALE: 3/16"=1'-0" N -1173 C J n N s �X Ct d 7 �q ., �. C W ;) 0 0 >� W ,. to \" 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 a u Q o oo0 Lo aD C N aro M/ = y co v # u C J _ i 13� W JLL� w a �� a N =12 c? — g '3: Fo 04ID 0 5 Z LL NZ a J y 04 — OU d o i Z W U A ❑ ❑ Z N M z � 8 Q � a � N In J z v 0 o u i- N m w S w m ~ E I ��Y3t" S c4 m .✓ II� C A O M M y z o w z z u- aL E E O i o ? >a =e oa Z _ O N ru a o ¢o oo Oo ww y� L 60 r< mE z rp C yz o z z W N CL LLa mz J C> � w a� to zIa oo 3 c ° ` ^' V > LO co >cu rn o co Ll7 1� r O Qi M T � 0M W C U 00 00 r U) m O = �+ O cal MM N 0 W T L0 a) m 00 iii O Z Z W E E v `m c m d U -1 Q 0 c JOB NO: 22-03332-03327 SCALE : AS NOTED SHEET NO. 9