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)ocuSign Envelope ID: AD473636-A646-444A-8CA,1. -' -1EE, "EEF2 <br />4ti411� L#� Ni.IMM V9�11#.� SIN �0 <br />CONCRETE SLAB wl 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />° a <br />4 <br />�d <br />16„ + VAPOR BARRIER <br />I II <br />*-DEARING WALL FOOTING SECTION <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH <br />(MAX 20" <br />z7 - L-- - --- -- <br />�- --- DEEP) <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />BEARING CURB STEP SECTION <br />CONCRETE SLAB W/ - <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH - g" CMU CHAIR <br />TOP OF SLAB }, BLOCK W/ (1) #4 OR #5 CONT. <br />LU <br />cn <br />Q'�Q O <br />E U <br />VAPOR BARRIER -\\ <br />\\ <br />I <br />Uilo Q <br />#4 OR #5 VERT REINFORCING /A\ <br />j j <br />UP TO 3 COURSES: 72" O.C.VA- <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM -- "� /� j\\'/ #5 IN BIRICK EDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT --- 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS - <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />2 STEMWALL SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />0'-0" A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE _w - U-BLOCK WI <br />SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q CONT <br />W o W <br />U FINISH <br />0 GRADE <br />/\\///\ <br />/ <br />#4 OR #5 VERT REINFORCING \\ % \%\ <br />UP TO 3 COURSES: 72" O.C. j ��'�L/1\ f/\ <br />4 TO 5 COURSES: 48" O.C. <br />L <br />\ —o <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS -- <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />7 ITFILLING <br />EMWALL CURB SECTION <br />SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />1 #4 OR #5 CONT. <br />() <br />CONCRETE SLAB W/ 6x6 <br />1 W1.4 x W1.4 WWF OR FIBERME-SH <br />\ MINIMUM 24" (1) #4 OR #5 90` BEND @ 48' 0 C <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />— a — — — — — <br />\, v� <br />/A//��/� <br />12' MIN <br />\ //�//� <br />�` <br />/ ! <br />° ° d � VAPOR BARRIER <br />d ✓�� FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS 1 <br />ON FND PLAN <br />12" UNDER 1 STORY WALL wl <br />ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS <br />A /� MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />1 <br />"NOTE`: IT IS ACCEPTABLE TO SUBSTITUTE THIS " 1A" FTG DETAIL FOR THE <br />" 1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28". <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRFTE ._, AE `_�x(3 - 2 <br />Fn'lr'C: ai-I M <br />_E_ � <br />- _ 0) <br />r SEE ARCH cli <br />o <br />- WAX 161 O F <br />L0 <br />1 \PEX Q <br />VA <br />n ii ;. ��r '-. CIE:: _.___. I �7, r,l � � � � v A r <br />�. ' M A i\ i A N ty <br />00 <br />O 0) <br />'a O <br />F:Ri .!NL)i� OP i . iXTENS;ON IN BRICK <br />LOCAT;ONS ON FND PLAN N <br />S (D; I <br />N <br />1 .t UNUEk SIUr`"VvA.L-Ni� ff M <br />1.2; - R :ra C;_,NT�Ni ! )t,S ; i — ADDITIONAL NO. 4 OR NO. 5 J <br />BAR IN BRICK LEDGE u-LU <br />`- <br />0r ( i #4 Ci r J <br />tds -6 <br />-- � true design studies N <br />IV10NOL I r} SIC F DOTING SECTION Z <br />1 R PRIOR TO CONS T RU'CTION IF ANY OF THE O <br />COPJTACI EO <br />FOLLOWING C)t:CUR. Y <br />? OVERALL D.=S-'TH ::-F MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND /.JIJIACEN' TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRiJ13TURE STEEPER THAN I'-0" VERTICALLY � Q <br />PER 3'-0' HC R*.!ZCNTALL ?rO PREVENT EROSION OF SOIL. O <br />O .- <br />W <br />CONCRETE' SLAB w/ 6x6 W C <br />IV1 4 x W1.4 VAAJF OR CT <br />j" FiBERMFSH <br />-vi RRHORON' <br />4 m bw� <br />hip <br />LU <br />VA,::OR BARRIER Q +� <br />Z) :- <br />'QEk"4`,:NG v'J� LL FOOTING SECTION <br />U <br />w <br />O <br />ul <br />x O <br />.., O <br />0, -w A.F.F. O <br />-- SEE ARCH <br />DETAILS � <br />1 8" MIN ~ <br />O <br />W <br />i n <br />8"x8" rHIC:KEIJEI: -- f U) <br />i i'A i +— \ w <br />STEP-DCAN! :SL_ ! `— VAPOR BARRIER Z ` t <br />Pi AN <br />CURB STEP SECTION m Uj O U) <br />W Q- W <br />8` UNDER MASONR), WALL Z � O <br />)JtiFT rtr %�6" UNDER `d'dOOD WALL Z <br />Q <br />W W w <br />3x6 `dI1 x V�%. s�,11'- - -T Q <br />CiBw k I Ek�!r ti 1 `:iAPII - t <br />SEE ARCH 0 4 J <br />i (MAX 16") Uj <br />- <br />- - -- 0 LIJ <br />X <br />/�\ ILLV' <br />a Z <br />r0� RF�1 - •� -- x <br />0 <br />" 6" OPT. EXTENSION IN BRICK O <br />LOCATIONS ON FND PLAN a Z <br />DER :h . O <br />4 oR i21 t;._ :v :!C;i',t! - ADDITIONAL NO. 4 OR NO. 5LL <br />U <br />BAR IN BRICK LEDGE <br />,R (3 C. h 0(A'Is Abbott Park Q <br />O U <br />�3r,RAs:n FXT `v"WAL.L CURB SECTION L <br />w LOT 013-02 0 <br />r h i AC r F')R PR!CiR TO CONSTRUCTION IF ,ANY CF THE Q W <br />t)!�,i CCUR w <br />GJ"tR:,LL D P?N Cr, MONOLITHIC POUR EXCEEDS 28" 0 Q <br />• �ROI?Nt r";!', ACEiV r TO FTG SLOPE--S DOWN AND AWAY Z z <br />ROM STR:! :"i!RE i EPER THAN V-0" VERTICALLY 0 <br />PER 3 -0" f v'-RIZOI`I i ALLYI-O PREVENT EROSION OF SOIL. (/) <br />PROJECT NO: LU <br />O <br />2020.005371 <br />O w <br />z --- O <br />X 0 -0" A.F.F. -SEE ARCH = DRAWN: DO <br />- �► . _. - - - U o <br />- (MAX 20" O <br />-- - -t- DEEP) CHKD: LO <br />- - x <br />EAF co <br />- - -- - - W w <br />CL <br />4" EXTENSION X U <br />UNDER BRICK VENEER Q `���++►Ill (A <br />�.T,.' ;j%rr \—VAPOR BARRIER m �� \ .GENS -I Z <br />DopcCu{lSn$d b'; <br />85 <br />__ • rt4O; ,16 i <br />4 r ` N �pt <br />O <br />STEP SECTION <br />Z SjO N AL E��`� <br />_O 07-08-2020 cl <br />I— W <br />U REVISIONS: w <br />iA.r l L; 11 <br />L_ <br />"` L <br />Q No. Description Date ~ <br />_! <br />O <br />H 0USE c,Ll B J O <br />Z Z <br />= O <br />ICE. -ENTRANT CORNER )ETAIi- U 0 <br />Lij <br />(PECOMMENDED) t— <br />x. ST=2mD <br />0- <br />{ # I E t AL CONNECTOR ENGINEERING <br />