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9 )ocuSign Envelope ID: A5CAA780-OD5C-4257-894E-716A13ODFF24 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/ n n D - - - - - n , (2) ROWS OF Nfi' DIA. TAPCONS D / _- D D OR CUT NAILS @ 24" O.C. COVER D n FLUSH w/ 3000psi CONCRETE. I i D EXISTING FOUNDATION. D ° nl D I \ D \ n � A - D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL -1 TO BOTTOM OF WINDOW SILL I WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I D EXISTING FOUNDATION - I \ • 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 t�� 0'-0" A.F.F. SEE ARCH ti - - a -�- - - (MAX 20„ Q ° a ° a ° DEEP) -4 - - 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER _ - T 16" UNDER 2 STORY WALL (6:4PEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 - 4 - - /\�/i�\/\° 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L-- CONTINUOUS CONCRETE FOOTING, SEE PLAN 'r4P #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN 40.5 BAR BEND 90 DEGREE fOP OF FOOTING TYPICAL STEP IN FOOTING DETAIL CMU STEMWAL 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 22 INTO MONOLITHIC THICKENED EDGE LOCATE VERTICAL AND TIE INTO STEMWALL F REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL NO LITHIC SLAB 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4OR#5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE OOTING 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 O VAPOR BARRIER �� j\\// � LO Q #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 4 OR FOOTING TO BEAR ON FIRM //�\\\' \\ #b IN BIONALRICK LE GE 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 C2 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 AxW1.4 U J (1) #4 OR #5 WWF OR FIBERMESH > e '` Q ¢ w CONT I- -° cwn ° -,, FINISH �. 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 #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 TSTEVWALL 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. VARIES PER 36" MAX ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER / FOOTING TO BEAR ON FIRM a' • / UNDISTURBED SOIL b 1f' UNDER 1 STORY WALL VV%(( 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-O" 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") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED _ STONE CLADDING FINISH - MIN 6" a, ALL OTHER EXTERIOR WALL `" Q N CLADDING - MIN 8", U.N.O. ON ARCH r U A �t VAPOR BARRIER -%\� \\/�\/\/\/\/\/\/\ Z O \/\ ° 12" MIN/\/\\/\\/\\/\\ A PEX LU FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK (n FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL m ? 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W 16" UNDER 2 STORY WALL w/ z 1✓ (2) #5 OR (3) #4 CONTINUOUS z w tds -6 MONOLITHIC FOOTING SECTION Q true design studios 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY � SUITE 100, JACKSONVILLE, FL 32211 PERkS-0" HORIZONTALLWO PREVENT EROSION OF SOIL. z 904.821.5200 p CONCRETE SLAB w/ 6x6 3 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR < cn FIBERMESH O -e a - o 041HOMON' Q t VAPOR BARRIER O 16" J LL Q 3 BEARING WALL FOOTING SECTION U z c� CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR O FIBERMESH 0'-0" A.F.F. Z SEE ARCH 7- 4 U - DETAILS \\\� 4 \ Uj 4 -�- H 8" MIN W /. Q cn 8"x8" THICKENED 8" X LU w FTG AT STEP-DOWN, SEE VAPOR BARRIER Q - PLAN m CURB STEP SECTION w = z w 4 - z O cn a - 8" UNDER MASONRY WALL O I W CONCRETE SLAB W/ 6" UNDER WOOD WALL z O 6x6 W1.4 x W1.4 WWF f Z > Q OR FIBERMESH VARIES e � w SEE ARCH U)W (MAX 16") I - - ° O w Uj a 00 �/\//\\//\\//\\//\\/\\\ u- /\/a Q VAPOR BARRIER \//\� U) X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN U► � 12" UNDER 1 STORY WALL w/ 0 O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Q 0 BAR IN BRICK LEDGE z W 16" UNDER 2 STORY WALL w/ U (2) #5 OR (3) #4 CONTINUOUS z LU Abbott Park a 5 GARAGE EXT WALL CURB SECTION x CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W U_ FOLLOWING OCCUR: Q LOT 020-01 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" - -- J • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY V G7 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 W CONCRETE SLAB W/ 6x6 PROJECT NO: F- W1.4 x W1.4 WWF OR Q FIBERMESH 2021.003464 z 0'0' 0" A. F.F. -- - . - 0 - ---- , SEE ARCH DRAWN -� I (MAX 20° LDG w a e 1 -� ° - DEEP) CHKD: 4" MJP 4" EXTENSION UNDER BRICK VENEER LO 12" UNDER 1 STORY WALL VAPOR BARRIER ��SiiN LA&1" -,, w w/ (2) #4 OR (2) #5 CONT �••��G E N SF•.4 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT ee%gned b1c U) -- - \ / • * U) BEARING CURB STEP SECTION f` S71 TE OF �F4A. �i TYPICAL REINFORCING S/ONArc ` BARS AT THICKENED ###I ll ►" U) FOOTING, SEE PLAN 0 03-18-2021 z MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH REVISIONS: OF SLAB, TYP ALL RE-ENTRANT CORNERS p --- No. Description Date W �L--_ - -- - - W 2 HOUSE SLAB - J - Q RE-ENTRANT CORNER DETAIL W (RECOMMENDED) 0 PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS wRT=2 D ■ Q CMUUIMFTAI CONNFCTOR ENGINEERING