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)ocuSign Envelope ID: 357216A3-D625-4246-Al2A-59447DB9C38A EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO d d EXISTING FOUNDATION FACE w/ - - - - (2) ROWS OF 3/s' DIA. TAPCONSd D d D D OR CUT NAILS @ 24" O.C. COVER D d FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION. d I 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 1 MIN. 3" EDGE DISTANCE I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i 1j D D EXISTING FOUNDATION I° D \ d l � - D 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 FIBERMESH a 0'-0" A.F.F. SEE ARCH -d - - °- - - - - (MAX 20" DEEP) - d O d //\\ Q d / 4" a d / 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARING CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a VAPOR BARRIER *-DEARING WALL FOOTING SECTION " ^ "` -1-- "SUS BAR AS AP AS SHOWN :..VIV I IIVUVUJ VVIV \J l�L I L FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 2 INTO MONOLITHIC THICKENED EDGE MIN 24" LAP )DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH ---- - -- °----g-°- in- - - - - - - - - , �zp a< < <� °a d•4 ° #4 OR #5 =O , , ° ° REINFORCING PER U Q d ° MONOLITHIC FOOTING d SECTION °e • • FOOTING TO BEAR ON FIRM d L ° d° UNDISTURBED SOIL a 1 d° MIN 112" ° d < d //\//\//\//\//\//\//\// //\//\//\// ' ^ �- • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION 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. - w Q O VAPOR BARRIER ��j\ Q � oto #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM \\/ \\ \\ \ ADDITIONAL #4 OR //� / #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM 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. Ah (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1 AxW1.4 Q U U) (1) #4 OR #5 WWF OR FIBERMESH > Q Q U) CONT UJ , ---• •> > e a, � FINISH O GRADE /\\%\\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. D o i � I _D FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" 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 VARIES PER ARCH PLANS 12" NMN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 %2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM �2/,--(1) #4 OR #5 90° BEND @ 48" O.C. \\\\\\; c d d d VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL b ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ I#4 OR (2) #5 CONT 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 E O AM,\ \ \ \ \ \ \ ALL OTHER EXTERIOR WALL \ \ \ \ \ \ e D CLADDING - MIN 8", U.N.O. ON ARCH O O VAPOR BARRIER \%\\ D \ \\///\///\\//\\//\\//\\/\\/� `- APEX -� 12 ' M I N \/\/\/\/\/\� cV V O N FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M 400Zz. (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LIL 16" UNDER 2 STORY WALL w/ LLI (2) #5 OR (3) #4 CONTINUOUS J tds J 6 true design studios N 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • 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 32211cn FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O 4- CONCRETE SLAB w/ 6x6 N (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W a FIBERMESH ~ 4 . . . DIMEN a) \/ \ \ d /\ J Q a / m 16" VAPOR BARRIER Q () 3 BEARING WALL FOOTING SECTION U CD z W (D W CONCRETE SLAB W/ 6x6 0� W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O � -- SEE ARCH d- a \ _ DETAILS �\4 - - fl- r ^ 8" MIN O V J 8"x8" THICKENED 8" Uj U W FTG AT W n/ STEP-DOWN, SEE VAPOR BARRIER z 1I...W�` PLAN 4 CURB STEP SECTION m Uj O 0 - - W LU 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ I--�--I 6"UNDER WOOD WALL__ Z Q Q 6x6 W1.4 x W1.4 WWF I I W W OR FIBERMESH VARIES ° SEE ARCH 0 Q W - --_� - - - d ° - 4-8 - - (MAX 16") W O X \/\/\ c \\/�\\��/\// / \ �/ �\\ W �, \/\ d % 12" MIN\\/\\/\\/\\/\� Z � >\\\/�/,\\j\\//\\//\\\ 0 VAPOR BARRIER �// a a /�, /i\ / 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 0- z 12" UNDER 1 STORY WALL w/ O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS J Abbott Park Q 5 GARAGE EXT WALL CURB_ SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 013-01 0 FOLLOWING OCCUR: H LLI • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY iD PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (A O PROJECT NO: W CONCRETE SLAB W/ 6x6 -1 2021.003458 W1.4 x W1.4 WWF OR O ILL FIBERMESH Z DRAWN: 0 0'-0" A.F.F. SEE ARCH U LDG o -e - - - - (MAX 20" d DEEP) CtiKD: ° X MJP U) O d x\ W W a • ° J U4" EXTENSION X UNDER BRICK VENEER ��``��N t LA. f��i U) 12" UNDER 1 STORY WALL �- ��%`` ��G E N w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .• �,� Sk1% z No 16" UNDER 2 STORY WALL W w/ (3) #4 OR (2) #5 CONT Z> = = tY BEARING CURB STEP SECTION O �: ill _. -- W GESTATE OF 6 ,• C3�4�6�76 B.A'*01'F4 Z.. Z CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH i I I TYPICAL REINFORCING BARS AT ENED FOOTING, SEE KPLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS - - - - - - ---_-_---------- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED vi STONE CLADDING FINISH - MIN 6" Q, O N 'fffff111t11��`,, _O 03-22-2021 p H W co _U REVISIONS: LU U- m Q No. Description Date W U J //Q U) O �-- O Z z O = o U W x W STm2mD a Q CMUNFTAI CONNECTOR FNGINFFRING m�