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DocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 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 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER D ° FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION. D ° ° 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 WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE U .I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ I ° p ° D - -D D - - o p -� - ° ; (2) ROWS OF 3/s' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION D \ 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 jk 0'-0" A.F.F. SEE ARCH -, - - e- - - - - (MAX 20" ° a ° ° DEEP) \//\\/\\\/\\ ° ° / 4„ a e 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 ' An =` ^^"'T'"" If-%UO BAR AS AP AS SHOWN LIWIYIIIYIJV VV VVIYVI\L I" FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMUIr 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U)O OU) UZ �(a) ) DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #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 LOCA VERTICAL / AND TIE INTO STEMWALL FOOTING REINF RCEMENT 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 (n a Q o VAPOR BARRIER /\\� I W wo X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C.\�/�/ /\/ j�/// , ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM ADDI \/ . //�\ \' #5 DI 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.F.F. lei (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ U U)(1)#4OR#5 w LU LU w CONT - (1) w FINISH / O GRADE \/\\/\\ \\ \ \ \\ \\\ \\\\ a l 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 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" 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 UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ 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 "1.1 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 D VAPOR BARRIER o ° Z) SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH -MIN 6" N ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O O \%� APEX �\ 12 M IN00 c:) {D FOOTING TO BEAR ON T. 6"OPEXTENSION 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 f, BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/tds LL w (2) #5 OR (3) #4 CONTINUOUS J z true design studios � 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • 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 32211cb FROM STRUCTURE STEEPER THAN V-0" VERTICALLY O PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O O w CONCRETE SLAB w/ 6x6 w N cy (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH ~ cy cn 01HURION W zzz VAPOR BARRIER Q n 0 r 3 BEARING WALL FOOTING SECTION Z w 0 w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR c:) FIBERMESH O 0'-0" A.F.F. C) SEE ARCH \ DETAILS LO 8" MIN O U) \\, Z W 8"x8" THICKENED 8" FTG AT U) STEP-DOWN, SEE VAPOR BARRIER w PLAN z z I..0 40CURB STEP SECTION m W O Cn--- IY w Q w Q O 8" UNDER MASONRY WALL I Z 6" UNDER WOOD WALL Z Q Q CONCRETE SLAB W/ i 6x6 W1.4 x W1.4 WWF w Uj W � OR FIBERMESH VARIES�� ° SEE ARCH Q ILLI Q ' , ' 2 ° -- (MAX 16") W - LL MIN %/\\//\\//\\//\\\� Z /�/%�/\\/\\\ VAPOR BARRIER �// ° a /i / O 6" OPT. EXTENSION IN BRICK 0 w a LOCATIONS ON FND PLAN Z_ 12" UNDER 1 STORY WALL w/ 0 � (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O IL BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ �Q w (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 003-03 W FOLLOWING OCCUR: *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: w CONCRETE SLAB W/ 6x6 1 2021.003493 U- �- O FIBERMESH Z DRAWN: O W1.4 x W1.4 WWF OR 0'-0" A.F.F. SEE ARCH U LDG o - -z - - - (MAX 20" a ° DEEP) CHKD: ° a - Q4 X MJ P 4 w w / n- \\\� 4" EXTENSION X U UNDER BRICK VENEER L'A,�� w 12" UNDER 1 STORY WALL �' ��JJ�' G E N N/�'4'��i W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m i ; '�,� s�'•,• �� Z 16" UNDER 2 STORY WALL W = * NO 85166 •:: * Q W/ (3) #4 OR (2) #5 CONT Z _ 6 BEARING CURB STEP SECTION STATE OF :�4U -- - - T '•� , U' z i I I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I �I RE-ENTRANT CORNERS L_ - - _ - - _ _ - - - - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) '111111111110% Q _O 03-23-2021 p H 'W'^^ VJ U_ REVISIONS: _ LL H Q No. Description Date w U) J Q U) O Z Z = O U 0 w I- X W ST=2mD Q CMU/METAL CONNECTOR ENGINEERING