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)ocuSign Envelope ID: 8B4D9CDD-19B3-4FOE-B3A9-573814FO9B29 EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF'/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D p D ° D ° D D D EXISTING FOUNDATION. D I° 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" EC STRIP OF WWF FROM F.F.E. TC BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE (2) ROWS OF 3Y%" DIA. TAPCON! OR CUT NAILS @ 24" O.C. COVI FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH * 0'-0" A.F.F. _ SEE ARCH --4 — — — — - (MAX 20" /\\�\\\� q n a° I _ d-- - DEEP) \��\\/�\%\\ ° a / o n 4,. 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL cBEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° N i". VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 AA iiL ^/'1\ITIA11 1^US BAR AS _AP AS SHOWN Lvl� 1 nwvuv vvlwl�� 1 � FOOTING, SEE PLAN 3 DEGREE TYPICAL STEP IN FOOTING DETAIL, 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. o VAPOR BARRIER X\� o tn #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //�\ j ' #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. — U-0" A.F.F. 1-6 (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 R v J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ U) CONT UJI I. Y - W W in , � •., s—� e. � FINISH O GRADE /\�\\% NN \\//\\//\\\ \\\\\\\ N\\\\\ /\�//\\ #4 OR #5 VERT REINFORCING N, UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ° o P FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE 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 t�i TEMWALL CURB SECTION . 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. CMU STEMWALL MONO LITHIC SLAB 3'/2' CONCRETE SLAB W/ 6x6 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM �2,,--,(1)#4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP n 36" MAX VARIES PER -- -- — — 4" CONCRETE SLAB W/ ARCH PLANS ° a 6x6 W1.4 x W1.4 WWF OR FIBER MESH /\/\ \ \/\ - - ---� -- -- - \ \ \ \.\ 12" MIN \` ° '\ VAPOR BARRIER j0 -- - — ° °° 4 • ° a° #4 OR #5 ///////� \ //\\/� / 41 • / UNDISFOOTTURBED OG TO R ON FIRM O 55 ° REINFORCING PER \\'\\\ U z 4 ° MONOLITHIC FOOTING \' _ 4 a SECTION 6" OPT. EXTENSION b ~ A a IN BRICK LOCATIONS — )ATION I • ° FOOTING TO BEAR ON FIRM ON FND PLAN ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ° •�• ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT . ° ° ° •" 4 MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE - ° a 16" UNDER 2 STORY WALL W/ (3) 4 ° ° a /\ / #4 OR (2) #5 CONT 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. LOCATE E REINFORCEMENT IN LAST STEMWALL CELL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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/ 6x6 SEE NOTES (MAX 16") Y W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" > ~- ALL OTHER EXTERIOR WALL N O \\ \\ \\ \\ \\ \\ n o CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER \%\\ /�//\//\/\/\ N O \/ ° 12"MIN/ \/\\/\\/\\/\\/\� A04 J� 0 FOOTING TO BEAR ON �\ / / 0 N cl FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK (a SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ 04 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 M BAR IN BRICK LEDGE ' 16" UNDER 2 STORY WALL w/ 11 (2) #5 OR (3) #4 CONTINUOUS LU J tds .Q 1 MONOLITHIC FOOTING SECTION true design studios 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: Q • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" (f) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. _ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH LU °- 0,11HOMN' J 16" VAPOR BARRIER LU U 3 BEARING WALL FOOTING SECTION z w CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR wFIBERMESH — 0'-0" A.F.F. p d SEE ARCH Cp \ ` ° 4 \n DETAILS d? �\ �\\//\\ \ a. ° ti 8" MIN O 8"x8" THICKENED 8" W FTG AT STEP-DOWN, SEE VAPOR BARRIER U) — PLAN w CURB STEP SECTION W l�l� Z W 4 m O U)�_ IIIIIIIIIIIIJ - LL w 8" UNDER MASONRY WALL w Z 6" UNDER WOOD WALL 0 > Q Q ERMESH VARIES; 4 SEE ARCH w LU OR FIB ---- Q LU n 4 (MAX 16") o_ _ K w w \� X LL LL VAPOR BARRIER \� ° a ///��//\ Z O Z 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ d Z (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 w BAR IN BRICK LEDGE 0 a 16" UNDER 2 STORY WALL w/ u- (2) #5 OR (3) #4 CONTINUOUS Abbott Park 5 GARAGE EXT_ WALL CURB SECTION p < CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE -j (A FOLLOWING OCCUR: Q LOT 010-01 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" -- - - ----- • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ~ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — (D } (n CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR 0 FIBERMESH O 2021.003453 LL 0'-0" A.F.F. SEE ARCH Z — O DRAWN: — — — — — a ((MAXDEE201 U LDG o 4„ W MJ P co 4 4" EXTENSION Q Q UNDER BRICK VENEER U 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER } ��` �J5• G E 1V •• /:C9'��i Z m ,•'� `s�` ••• �i 16" UNDER 2 STORY WALL Q ,,pp 5 W/ (3) #4 OR (2) #5 CONT w LJO I ni cd ke BEARING CURB STEP SECTION 000 ct w • i' �G/ : —------- Q � F49.. TYPICAL REINFORCING z ��.TONAL 0 BARS AT THICKENED , CIO it fill lit` FOOTING, SEE PLAN O 03-19-2021 Q MIN 24" LONG #4 OR #5 F- W BAR SET AT MID -DEPTH OF SLAB, TYP ALL U_ REVISIONS: w RE-ENTRANT CORNERS u- - --- Q No. Description Date w L---- v — — — — — — — — — — — — — --- cn HOUSE SLAB 0 I- - Z Z RE-ENTRANT CORNER DETAIL U o (RECOMMENDED) w PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W ST=2D a. CMUIMETAL CONNECTOR ENGINEERINGa CONCRETE SLAB W/ 6x6 W1.4 x W1 A WWF