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)ocuSign Envelope ID: 6709EDC1-6676-4AA5-B704-214BFECE650F 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 FLUSH w/ 3000psi CONCRETE. F, I ' ' D ° D D D EXISTING FOUNDATION. 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, , STRIP OF WWF FROM F.F.E. TO - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ p ° D - p - - - o p (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D EXISTING FOUNDATION ID \ 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 0'-0" A.F.F. SEE ARCH ° - - - - - - (MAX 20" a 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 --° a- - ° -- ° --- a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALLJ4MONO 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 -< 1 � O ° ° $ ° °° ° #4OR#5 0 - ° REINFORCING PER 0 Q r 4 ° ° MONOLITHIC FOOTING SECTION ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 'TEND MIN IC FOOTING CAL TO BE ITION ZONE LOCATE VERT16AL AND I IE IN 10 S I EMWALL 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 h BLOCK W/ (1) #4 OR #5 CONT. LU Q =O VAPOR BARRIER - //\\// LU Uj o x #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ 4 TO 5 COURSES: 48" 0.C.1�/� /�� ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM //� / #5 IN BRICK LEDGE UNDISTURBED SOIL 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 ILLING 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. rik BE (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1 AxW1.4 Q U (1) #4 OR #5 WWF OR FIBERMESH > Q Q u) CONT oti wW w FINISH O GRADE #4 OR #5 VERT REINFORCING% UP TO 3 COURSES: 72" O.C.\\//�\//� / 4 TO 5 COURSES: 48" O.C. p ° ° o ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL - ADDITIONAL OR E #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM OPT BRICK LEDGE N 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'/2' CONCRETE SLAB W/ 6x6 (1) #4 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER ARCH PLANS VAPOR BARRIER 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 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS .,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 CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") 2 W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, p \ \ \ \ \ \ ALL OTHER EXTERIOR WALL O \\ \\ \\ \ \ \\ ° o CLADDING - MIN 8", U.N.O. ON ARCH O O /,.//, //, X;>/�// /// p VAPOR BARRIER /� ° k 12" PEXMIN//AA//Aj��//AA/V� N U 00 O q) FOOTING TO BEAR ON FIRM UNDISTURBED 6" OPT, EXTENSION IN BRICK �- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cN (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J {, BAR IN BRICK LEDGE U_ 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J tds J-6 � true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 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 O PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 W (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR � FIBERMESH 11HOUION --- -- ° Q w 16" VAPOR BARRIER Q 0 U Q 3 BEARING WALL FOOTING SECTION z w 0 w CONCRETE SLAB W/ 6x6 ry W1.4 x W1.4 WWF OR O FIBERMESH O - - - 0' 0" A.F.F. O SEE ARCH � DETAILS>= ~ ti MIN 0 v J Z Uj 8"x8" THICKENED 8" U) Q FTG AT W I..i.� STEP-DOWN, SEE VAPOR BARRIER � � � W PLAN j�/�', CURB STEP SECTION Z) ULI O CI) - _ W w 8" UNDER MASONRY WALL Z_ O 6" UNDER WOOD WALL Q CONCRETE SLAB W/ Z Uj Q o - -- 6x6 W1.4 x W1.4 WWF W _ W OR FIBERMESH VARIES ° � SEE ARCH < (MAX 16") E W /�VV//��./V//V//V�/\/\ ILL �- a 12" MINAA Z O Z VAPOR BARRIER >� Q 0 \ / 6" OPT. EXTENSION IN BRICK 0 w LOCATIONS ON FND PLAN a Z 12" UNDER 1 STORY WALL w/ 0 a (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE <- 16" UNDER 2 STORY WALL w/ w (2) #5 OR (3) #4 CONTINUOUS J Abbott Park Q _GARAGE EXT WALL CURB _j U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 011-01 0 FOLLOWING OCCUR: w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (A O PROJECT NO w CONCRETE SLAB W/ 6x6 J 2021.003456 � ILL W1.4 x W1.4 WWF OR 0 0 FIBERMESH Z DRAWN A 0'-0" A.F.F. SEE ARCH = LDG o - -- - ° (MAX 20" O a ° -� a DEEP) CHKD MJP w w 4" EXTENSION x C) UNDER BRICK VENEER Q -(�N Lq�,�U) 12" UNDER 1 STORY WALL N� SF ' 0 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� �,•�\G E N85166 ,3'- �Z 0 16" UNDER 2 STORY WALL Z ` * N DocuSignidobl(: w/ (3) #4 OR (2) #5 CONT J 0 ' � `ftAT '`' ' �. cn 6 BEARING CURB STEP SECTION w , - - �(/ U, P .• z .,. 13P��7�p6 , ObEF435..- U) `��1111111"tt� Q TYPICAL REINFORCING BARS AT THICKENED 0 03-19-2021 FOOTING, SEE PLAN 1- w !!^ V/ MIN 24" LONG #4 OR #5 0 REVISIONS: w BAR SET AT MID -DEPTH _ 2 LL OF SLAB, TYP ALL Q NO. Description Date ~ RE-ENTRANT CORNERS W L - L-------- 0 -- - - ---- c) --- - ------ --- OJ O HOUSE SLAB 0 Z Z 0 RE-ENTRANT CORNER DETAIL w w (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ALL W ST=2mD RE-ENTRANT CORNERS 0- Q rMIIIMFTAI rr)m i=rTIi1R FNIf;INIFFRINIf;