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)ocuSign ID: 80F120FA-2DA7-4870-B30E-7E '174L.2DD a ° 16" CONCRETE SLAB w/ 6x6 Wl A x W1.4 WWF OR —FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 Wl A x W1.4 WWF OR FIBERMESH 0'-0" A,F.F. SEE ARCH a a a. -- (MAX 20" a -- -- - DEEP) ° T/X. i a NY 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER CBEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB — 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. LU 0 VAPOR BARRIER -/ UJILD IJJlo X #4 OR #5 VERT REINFORCING — UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. o I N N I •o , e n OR FOOTING TO BEAR ON FIRM -- /\i/. //�\\� \/\\/ \ # ADDITIONAL BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT — - N OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS - 1-STORY: 8" x 16" W/(2) #4 OR (2) #5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 Q U (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ U) CONT w~ w w C0 FINISH 7�\� • > e �� - O GRADE #4 OR #5 VERT REINFORCING /\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT.- CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMC-SH MINIMUM 24" (1) #4 OR #5 90" BEND @ 48" O.0 36" MAX VARIES PER ARCH PLANS ° a j e /\\/\\ 12" MIN �`I ° ° . '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS - 12" UNDER 1 STORY WALL w/ ON FND PLAN ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE ' - 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE". IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W'i frL' -\ � WI 4 x W1 4'.1/WF OR 0 FIBERMESH ESH \ Cl) E SEE ARCH N 0 (MAX 16") 00 APES C / %' / \ .,C VAPOR hAPRIE'R---- ��; , 12 MIN, �\ �\ > .i\��N U 00 \ O FOO � !NG TO BEAR C)N------\ -= i'` 6" OPT. EXTENSION IN BRICK r- ` r-P I LOCATIONS ON FND PLAN FIf�NA !.1NUIS7URSI - - --� N ' c .. 04 { 12' tiNDL P' I S1 ORY Wi Li. ui I tM i"l.; #5 OR. t2i #4 CON1-INtiOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE V- 16' UNDER 2 STORY'VVALL ff! ;Ld (2i #5 OR l31#4 CONTINUOUS I J td 6 true design studios N 1 MONOLITHIC RIFOOTINGOR To -CONSTRUCTION ECTIONIVYOFTHE O F()!.t OWNG C,C;(;tJR- Y . f?VEPPL.L. C.17( T H OF MONOLITHIC POUR EXCEEDS 28" C) 9000 REGENCY SQUARE BLVD. • t;fa')tJNU AD ACEN'i T O FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 ;TVRE STEEPER THAN 1'-0" VERTICALLY 'i- P. -0" Hi`RIZONTALLYi 0 PREVENT EROSION OF SOIL. O O e- CONCRETE SLAB w/ 6x6 W #4 (R (2) #5 C:CtN T l.{r r;_L1c W1.4 x W1.4 WWF OR \ FIBERMESH DeRtHOMON' LULJJ J S 16" VAPOR BARRIER Q .o 3 BEARING WALL FOOTING SECTIONLLI U O w CONCRETE. SLAB':ti'r ,:,x6 - W1 4 x Wl 4 b`IhVF OR FIBERMESH \ O 0'-0" A F. O -�-� SEE ARCH DETAILS r ti 8" MIN o rn 8"x8" THICKENED 1 g" I LO FTG AT { •--�I VAPOR BARRIER w L.L STEP-DOWN. SEE � Pt AN 4 "1,CURB STEP_ SECTION m LU O to w- 2 W Uj j 8" UNDER MASONRY WALL Z_ < O i - Q Q CONCRETE SLAG U' > ' h-1 - 6" UNDER WOOD WALL W M 6x6Wt4xW1.4,VV( OR FIBE RMF SH ` i - W VARIES SEE ARCH 0 Q W W (NaIAX 16") 4 _ 0LL LL 12" MINA Z VAPOR BARRIER - -1 -- 6" OPT. EXTENSION IN BRICK I LOCATIONS ON FND PLAN a Z j(2) #.'-, JR. (2) #4 CON-1 tNUCUS - ADDITIONAL NO, 4 OR NO. 5 0 W BAR IN BRICK LEDGE Q ! 16" UNDER 2 STOPY'AIALL w/ I Q LU QR (3) #<, C0:"JT!NU01 js ! Abbott Park GARAGE EXT WALL CURB SECTION J CO ;;c'NT4CT EC)h PRICR TO CONSTRUCTION IF ANY OF THE Q LOT 015-02 W L. "'VING OCCUR: _. _.. w r R.,LL GL:Pl H t:)t= MONOLITHIC POUR EXCEEDS 28" Q i()UND AuJAC17N T 'FO FTG SLOPES DOWN AND AWAY Z_ Z i ".)M STPaJCTURE S I'EEPER THAN 1'-0" VERTICALLY HORIZONTALLYFO PREVENT EROSION OF SOIL. } fA OPROJECT NO w CIONCRI-_ i F S'LA'15 ','V 6x6 " I 'V�� t .4 x V"V 1 -? r�Vi CR O 2020.005372 LL F Ir:LLF..Pv1r SFI \\ Z — — 0 \\ _ DRAWN: SEE ARCH DO 1-0l - - - -- -- --- Ci O CHKD: - (MAX EAF W \ T -- •' - 1 a- J 4" EXTENSION X U UNDER BRICK VENEER 112 UNDER 1 STORY WALL } �% • G E N 9 VAPOR BARRIER m S �� Z wl (2) #4 OR (2),15 CONT �. F * N8 85166 16' UNDLR 2_ S i CRt'' JALL Z OCU gned wl (3) #4 OR (:: 95 CON T C-4 0 w BE t""RING CURF3 STEP SECTION .E �F I �I35... 0 Z �� S �0 N A�, TYPE.AL R!=INF()P.CING QQ BARS AT T, n"KFNED 0 07-02-2020 Q MIN 2;a LVN #4 OR #5 U REVISIONS: W f BAR SE1 IAID-DEPTH OF SLAB. I YP P.LL L' No. Description Date ~ RE I.IJTP;�Nr CORNERS Q p w _ - - (n J !!J HOUSE ,',LAB, 0 O Z Z RE-ENTRANT CORNER DETAIL w (RECOMMENDED) �-- PLAN VIEW. DETAIL 1-YPICAL , ALL W ST=2mD RL-ENTRANT CORNLRS a_ CMUIMETAL CONNECTOR ENGINEERING¢