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)ocuSign Envelope ID: 27030141-407C-4A95-9E01-76D3151029B1 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU --\ p MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO � G EXISTING FOUNDATION FACE w/ - - - - - - (2) ROWS OF 316" DIA. TAPCONS �I / D OR CUT NAILS @ 24" O.C. COVER D FLUSH w/ 3000psi CONCRETE. f D D EXISTING FOUNDATION. A d D D \ ° • 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" ED STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE H (2) ROWS OF 3/s' DIA. TAPCONE OR CUT NAILS @ 24" O.C. COVE FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -� - - a - -- - - (MAX 20" \ 7° . q ° 4 d° d DEEP) °n / a d 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *qE�ING CURB STEP -SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d d d d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION f L_ CONTINUOUS CONCRETE FOOTING, SEE PLAN N LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 �- CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH D > o - � �0 ° °° a ,•� ° #4OR#5 OU ° REINFORCING PER MONOLITHIC FOOTING ° d. a SECTION EXISTING FOUNDATION <° • FOOTING TO BEAR ON FIRM d ° d.. , UNDISTURBED SOIL MIN 12" d° Ld a d =� a 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB _ BLOCK W/ (1) #4 OR #5 CONT. LU W Q O �- VAPOR BARRIER j\\1 o LO �x77 \\j #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L \ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM /,� / ' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT - 4" 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 U J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ CONT °• wW cn � FINISH GRADE / /\ f \/\/\ \ \ o �7; #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ° D L FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL E OR G #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE 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: 36" MAX . 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE S PER PLANS 12" MIN b 3 ''Y2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. a- d '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM 4' • / UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT \ \ \ \/\ " \\\,\\ MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH //\//\//\//\//\//\//\// //\//\//\\//` /� • STEMWALL FOOTING TO EXTEND MIN \\/\\/\\/\\/\\/\\/,\\/• /\�/�\/` 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING ALL OTHER EXTERIOR WALL OOWN \\ \\ \\ \\ \\ \\ p D CLADDING - MIN 8", U.N.O. ON ARCH O 0 04 VAPOR BARRIER \//\\ D \�� A PEX -� 12 MIN \/\/\/\/\/\, N 0 O yN \ \ C) N FOOTING TO BEAR ON ' (� FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK r- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M tds (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J J.6 true design studios a) MONOLITHIC FOOTING SECTION 1 o CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y Z�) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w cy cy FIBERMESH ? A ° --- P- a - _01HORION0 \Q \\�\ 4 16" VAPOR BARRIER Q 0 3 BEARING WALL FOOTING SECTION Z w O w CONCRETE SLAB W/ 6x6 FIBERMESH O W1.4 x W1.4 WWF OR � 0'-0" A.F.F. O - --- l SEE ARCH DETAILS 8" MIN ~ If o Cn \\, z W 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER w PLAN z W 4 CURB STEP SECTION m LLJ O Cn w w Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Uj Q Q 6x6 W1.4 x W1.4 WWF w LLl 0 OR FIBERMESH VARIES 1 SEE ARCH Q Q 2 (MAX 16") wUj Of ° d e v X \ d \ 12" MIN LL ` \\ \\ \\ \\ \\ /\�///\�/\\� O Z VAPOR BARRIER \//\\ ° 4 �/' /�//�//�//�// O -� w 6" OPT. EXTENSION IN BRICK O F- LOCATIONS ON FND PLAN a Z I � 12" UNDER 1 STORY WALL w/ O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U LI- - BAR IN BRICK LEDGE Q 16" UNDER 2 STORY WALL w/ p w (2) #5 PR (3) #4 CONTINUOUS Abbott Park U O 5 GARAGE_EXT WALL CURB SECTION J -- U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 019-01 w FOLLOWING OCCUR: - - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (� O PROJECT NO: w CONCRETE SLAB W/ 6x6 J 2021.003460 W1.4 x W1.4 WWF OR O U_ FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = LDG o - - d- - - (MAX 20" - _ O 4 ° d DEEP) CHKD: MJP U • d • •� X U 4" EXTENSION ,t��I � UNDER BRICK VENEER ♦ �``iiN Lq ��i U) 12" UNDER 1 STORY WALL } ♦♦♦♦�J�'*••••*•N w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q �� o%jikkj by:ZO1 �S 16" UNDER 2 STORY WALL w •• �, / ? W/ (3) #4 OR (2) #5 CONT j rS"' %� FaG.-• Q BEARING CURB STEP SECTION •.( STATE OF z w � 4 F467'I�pA�i43. Q R �\ �♦� Z TYPICAL REINFORCING BARS AT THICKENED O 03-22-2021 FOOTING, SEE PLAN MIN 24" LONG #4 OR 115 U REVISIONS: w BAR SET AT MID -DEPTH t U_ OF SLAB, TYP ALL i Q No. Description Date F- RE-ENTRANT CORNERS -- J - ------ - - -- -- _ (A -------- - - OJ --- -- O HOUSE SLAB O Z Z - O RE-ENTRANT CORNER DETAIL U w (RECOMMENDED) I - PLAN VIEW, DETAIL TYPICAL @ ALL W STm2mD RE-ENTRANT CORNERS a. a CMU/METAL CONNECTOR ENGINEERING SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, O N