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)ocuSign Envelope ID: EC6E496A-5B7D-4CAE-A74C-BABDCBE98F2D EXISTING EXTERIOR CMU MIN. 3" ED( STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w) (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEI FLUSH w/ 3000psi CONCRETE_- l CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -----° - - - - - -- (MAX 20„ a ° 4 DEEP) 4 ° d j\\ 4 4 ° 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER CBEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -- ° - 4 4 /, I". VAPOR BARRIER 3 BEARING WALL FOOTING SECTION - LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE CONTINUOUS CONCRETE ° FOOTING, SEE PLAN EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 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 M 65<. REINFORCING PER OU ¢ 4 • < ` MONOLITHIC FOOTING Rckf ° SECTION EXISTING FOUNDATION , ° e 4 ` a < . • FOOTING TO BEAR ON FIRM 4, . , UNDISTURBED SOIL - -- a a• I 4• MIN 112" 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 VERTICAL 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 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. - - - - UJ /\\ \\/\\ j Q 00 UJ VAPOR BARRIER �//\\\/ i � o LO / #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. �n V\\� FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE 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 C?)_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 > I ¢ ¢ CONT Lu ,. uJ -__ • _ J o FINISH �,.Y O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i � I FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #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 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. OR #5 CONT. 3'Y2" CONCRETE SLAB W/ 6x6 (1) #4 W1.4 x W1.4 WWF OR FIBERMESH MINIM 2 1 (1) #4 OR #5 90' BEND @ 48" O.C. VARIES PER - -- - - - - n -° 4 36" MAXI ARCH PLANS ° 17 /\�/�\�/\ / \; n VAPOR BARRIER 12" MIN d \ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY -WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE - - 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT i 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS'.1A" FTG DETAIL FOR THE ,V 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 V-0" VERTICALLY PER S-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 W1.4 x W1.4 WWF OR FIBERMESH /\T/\r. b //\X\//X\//X \ b VAPOR BARRIER ° \/�\� •gyp SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH -MIN 6" a, N 0 ALL OTHER EXTERIOR WALL O CT CLADDING - MIN 8", U.N.O. ON ARCH O p ~� `\///� ��\ APES 12" MIN �/\/\/\/\/\/ N U \/ \�\/\\//\\//\\//\\//\\/\�\ 00 (U 4 0 O cl N FOOTING TO BEAR ON / ' 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J +, BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LU (2) #5 OR (3) #4 CONTINUOUS -1 tds J.6 � true design studios > 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 32211 vi FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O D O ,� CONCRETE SLAB w/ 6x6 c (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH 4 041HOMON :3 /\ \ \J LUJ / elf 16" / VAPOR BARRIER Q a m 3 BEARING WALL FOOTING SECTION U � z W O W CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O ° SEE ARCH � `�-4 DETAILS 4 LID >= ° 4 \dIt 8" MIN C• V J a \/ z Uj 8"x8" THICKENED 8"LL FTG AT Ili0. STEP-DOWN, SEE VAPOR BARRIER z 1..` PLAN J Z w 4 CURB STEP- SECTION ro Uj O Cn W Q 8" UNDER MASONRY WALL z < O CONCRETE SLAB W/ 6" UNDER WOOD WALL Z I �Q a 6x6 W1.4 x W1.4 WWF W w OR FIBERMESH VARIES 4 SEE ARCH Q -- a-v - ° (MAX 16") W W - - - - -- °- -- 9-.0 - -- ix LL �/\ d l/ 12" MIN./ Z VAPOR BARRIER 4 / \ / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN a Z_ ry 12" UNDER 1 STORY WALL w/ � (2) #5 OR (2) #4 CONTINUOUS -ADDITIONAL NO. 4 NO. 5 O LL. BAR IN BRICK LEDGEE - 16" UNDER 2 STORY WALL w/ QQ J (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK Q 5 GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 020-02 W FOLLOWING OCCUR: _ -- - - w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (A PROJECT NO W CONCRETE SLAB W/ 6x6 O 2021.006625 U_ W1.4 x W1.4 WWF OR O V- FIBERMESH z DRAM O U-0" A.F.F. SEE ARCH U KME o (MAX 20" DEEP) X MJP ° 4 ° d 6 CHKD: - - ----- cn \�\\\/. \ K - - 4 W J / ° d a / 4" EXTENSION UNDER BRICK VENEER < , %ttitiN L t�, U) ` ANC �'�. W 12" UNDER 1 STORY WALL } ��• G E N �'4 �� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'\ s$1 •.. 1.- 0 Z 16" UNDER 2 STORY WALL W No 85166 Z w/ (3) #4 OR (2) #5 CONT y� r = * ' Do uSipn•d by: EARING CURB STEP SECTION W �p�.• TAJ�e„oAtEeFa./(n CO)E -- -- - i iT Zi�� `S1O , •L��IL% TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN 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 O 05-17-2021 0 H � U_ REVISIONS: _ LL � Q No. Description Date W m J - U U' - (n O z z 2 O U W F- x W ST=2mD a. Q CMU/METAL CONNECTOR ENGINEERING