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3ocuSign Envelope ID: 7DEF34D5-18DC-4FAo-A20A-51)4130CC5DB12 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU - MIN. 3" EDGI STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 103 � D a EXISTING FOUNDATION. 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" 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. EXISTING FOUNDATION of \\ o I, `-A 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 j 0'-0-A.F.F. SEE ARCH (MAX 20" 4 ° ° DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 / VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN /I-- -- NO.5 BAR BEND 90 DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U)O OU) UZ MONO LITHIC SLAB MIN 24" LAP - 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER ° MONOLITHIC FOOTING SECTION °° 4 ` e FOOTING TO BEAR ON FIRM 4e ° UNDISTURBED SOIL 1 4e MIN 112" \\��\��\��\\��\\��\\��\�i/ //\\�\\�/\\�//.. ,., • �. SE ELOW MONOLIT ICO MIN 2'OOT NG • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL 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 OL BLOCK W/ (1) #4 OR #5 CONT. - - - - - - w �IQ o VAPOR BARRIER /�\\� UJB �' #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ;1\ \\/ °, o -o F>x ADDITIONAL #4 OR FOOTING TO BEAR ON FIR#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. FT. (BEYOND) FLOATING CONCRETE -- w SLAB W/ 6x6 W1 4xW1.4 \ cr WWF OR FIBERMESH �, >77-1 #4 OR #5 VERT REINFORCING - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ (1)#4OR#5 CONT FINISH GRADE ` D FOOTING TO BEAR ON FIRM UNDISTURBED SOIL - ADDITIONAL OR #5 IN BRICK LEDGE E 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 i 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: 3VARIES PER 6" MAX ARCH PLANS 12" MIN \\x,�.�� /'\� 6" OPT EXTENSION IN BRICK LOCATIONS ON FND PLAN MINIMUM 24" ° 4 4 ° • a b ° 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1)#4OR#590'BEND @48"O.C. -VAPOR BARRIER - FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO 4 OR NO. 5 1#4 OR (2) #5 CONT BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 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 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 ALL OTHER EXTERIOR WALL OAo%eA\ CLADDING - MIN 8", U.N.O. ON ARCH N p � APES ° \\ ,12" M IN, \� CV • o a� FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN N 12' UNDER 1 STORY WALL w/ c� j tds �I (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J � 16" UNDER 2 STORY WALL w/ BAR IN BRICK LEDGE ILL_C (2) #5 OR (3) #4 CONTINUOUS W J J � trice design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Oct 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 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O o CONCRETE SLAB w/ 6x6 `- C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH 4- e DRUMM � I$ Lij 16" VAPOR BARRIER Q L (f7 3 BEARING WALL FOOTING SECTION 0 z W 0 W CONCRETE SLAB W/ 6x6 Ix W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O ly SEE ARCH DETAILS ti 8" MIN O ' n �JJ z w 8"x$" THICKENED 8" W w FTG AT STEP-DOWN, SEE VAPOR BARRIER z �`++Of PLAN 4 CURB STEP SECTION m Uj O Cn 0 W Q W Q O 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL Q Q z CONCRETE SLAB W/ �- --� I 6x6 W1.4 x W1.4 WWF I I _ 0 LLI OR FIBERMESH VARIES ° 0 J 2 SEE ARCH Q W ' t ' (MAX 16") �, LLI a _ ti o x \\\\\\\\\\ LL \/\ 4 / 12" MIN./\/\/\/\/\/ Z \ ° \\\i \\//\\//\\/\\\/\\\/\\\ O Z VAPOR BARRIER //\ ° 4 /' \ /�//\//�,///�// O 6" OPT. EXTENSION IN BRICK O I -- LOCATIONS ON FND PLAN a- Z_ IY w 12" UNDER 1 STORY WALL w/ a (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U ILL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE_ E�PR L CURB SECTION _ � w C5_ CONTACT FOR ONSTRUCTION IF ANY OF THE Q LOT 022-01 FOLLOWING OCCUR: - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALL)TO PREVENT EROSION OF SOIL. (41 O PROJECT NO: WQ CONCRETE SLAB W/ 6x6 J 2021.006621 W1.4 x W1.4 WWF OR O FIBERMESH Z - - 0 0'-0" A.F.F. SEE ARCH DRAWN: v KME o - U - - (MAX 20" w- - - a ° DEEP) CHKD: imp U) 4, W J 4" EXTENSION X U UNDER BRICK VENEER <%,,��J\N BAN �,,�. 0 0 12" UNDER 1 STORY WALL � .••• (, E N •,••.R W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q : •.' �,� `SF �� Z_> 16" UNDER 2 STORY WALL Z * •; • NO 85166 :• * .0> W/ (3) #4 OR (2) #5 CONT w Do* Signed by: = 0 RING CURB STEP SECTION O :� TAT'E OF � ,BEARING � 6 W � O • 3F46710ACDEF43y :(/ � . T ' z TYPICAL REINFORCING BARS AT THICKENED 0 05-17-2021 Q FOOTING, SEE PLAN w - MIN 24" LONG #4 OR #5 U REVISIONS: W BAR SET AT MID -DEPTH LL OF SLAB, TYP ALL Q No. Description Date ~ RE-ENTRANT CORNERS -- - -- W U) J Q _ J HOUSE SLAB Z Z = O RE-ENTRANT CORNER DETAIL U (RECOMMENDED) ~ PLAN VIEW, DETAIL TYPICAL @ ALL WW ST=20D RE-ENTRANT CORNERS d Q CMU/METAL CONNECTOR ENGINEERING - - -- - VAPOR BARRIER \x/' � e n SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, 0 cV