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i DocuSign Envelope ID: B32112A2-C6C1-4AA9-8481-B116560E8B4A — _JPP.! I ' -- 11 1 — -- 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/ ° D (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION. D ° ° n I � ° \ D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ° --d — — a (MAX 20" \\ \\ \\ 4 d a d DEEP) / O d An 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 d ° 4 d \�\\ 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONTINUOUS CONCRETE / FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, US BAR AS _AP AS SHOWN ) DEGREE 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 07 Q o VAPOR BARRIER �\ j W o L0 #4 OR #5 VERT REINFORCING //\\ UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C. \\/� / /\/ °. o L ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #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.F.F. (BEYOND) FLOATING CONCRETE — w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > U-BLOCK W/ U) (1)#4OR#5 rn CONT W w o rn FINISH _ O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i � I � ° o 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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL �, CMU STEMWALL MONO LITHIC SLAB (1) #4 OR #5 CONT. 3 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM �27 (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP d ° d MIN. 3" EDGE DISTANCE VARIES PER — — — — — — — — — I 36" MAX ARCH PLANS ° /VA/VA/AA/AAA/AA i 4" CONCRETE SLAB W/ ° a d 6x6 W1.4 x W1.4 WWF STRIP OF WWF FROM F.F.E. TO OR FIBER MESH \\/\\ \\ \/\\�\� .`/j, ° \\ BOTTOM OF FTG. WWF TO — — — — - — - \: ° d VAPOR BARRIER ° ° cn — — — — —{ — —4 a 12" MIN d \ EXISTING FOUNDATION FACE w/ ° p — — —D D — — o p & — o � ° d ° a i \ / / FOOTING TO BEAR ON FIRM °a ° #4 OR #5 / / / / / a • UNDISTURBED SOIL (2) ROWS OF 16" DIA. TAPCONS /\� OR CUT NAILS @ 24" O.C. COVER p ° ° O o7 Z ° ° ° ° REINFORCING PER / . \ ° MONOLITHIC FOOTING \' FLUSH w/ 3000psi CONCRETE. D v< ° d ° ° d ° SECTION 6" OPT. EXTENSION b ° ° EXISTING FOUNDATION ° a ° ° ° IN BRICK LOCATIONS UNDISTURBED '—FOOTING TO BEAR ON FIRM ON FND PLAN URBED SOIL 12" UNDER 1 STORY WALL W/ (2) a° — #4 OR 2 #5 CONT \ \ \ ADDITIONAL NO. 4 OR NO. 5 ( ) d° ° MIN112 //\//\//\//\//\//\//\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) • _ ° _ �#4 OR (2) #5 CONT \X/ \X \� \� �\ \\ \\ \\ \\ \� \\ \//\\//\//\/i „ 8" CMU WALL OVERHANGS 2.5" OR LESS /%/%/%\\ STEMWALL FOOTING TO EXTEND MIN '� MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH \\/\\/\\/\\/\\/\\//\\/- i\�/�\'� 12" BELOW MONOLITHIC FOOTING NOTES: \/�\�/��\•ADDITIONAL #4 OR #5 VERTICAL TO BE `NOTE : IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" /x//�/' LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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 cli STONE CLADDING FINISH - MIN 6" rn 0 \ \ \ \ \ \ ALL OTHER EXTERIOR WALL C) CLADDING -MIN 8", U.N.O. ON ARCH O p LO A VAPOR BARRIER \ �\ p o \ ` 12//MIN\\ \/\\\/\\\ \\\ \\ N PEX 0 a) FOOTING TO BEAR ON ' FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK � 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/ (2) #5 OR (3) #4 CONTINUOUS W J J, tds -6 � true design studios 1 MONOLITHIC FOOTING SECTION z 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 32211 (n FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 3 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O 5 O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W e C FIBERMESH Im ° — — --d --- a U -- d d G Q Q DoiHOMN'.", ts 1 V ° //✓ m W 16" VAPOR BARRIER Q 0 U 3 BEARING WALL FOOTING SECTION U z W CD W CONCRETE SLAB W/ 6x6 of W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH 0 signed and sealed by Justin M Lanier, 0'-0" A.F.F. O PE on the date and/or time stamp shown using a digital signature. ° ° — SEE ARCH Printed copies of this document are ° d \d DETAILS not considered signed and sealed LO >=by and the signature must be verified —a — a 3rd Party Certificate Authority 8" MIN O <n any electronic copy ' w Z , 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W PLAN U z W 4 CURB STEP SECTION m Uj O cn W W QW 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL Uj z Uj Q Q CONCRETE SLAB W/ I Z 6x6 W1.4 x W1.4 WWF W 0 OR FIBERMESH VARIES ° SEE ARCH Q Q ° ° (MAX 16") O 0� X LL U .\ \ \ \ \ 12" MIN./ \ /\//\//\//\//\� z �\ ° a /�\/%\/%\/%\\ 0 z VAPOR BARRIER �// O Q< 0 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN a z 12" UNDER 1 STORY WALL w/ 0 O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 d BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ ¢Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park J O U 5 GA�AE E EXT WALL CURB SECTION J COOR PRIOR TO CONSTRUCTION IF ANY OF THE QLOT 024-02FOLOG OCCUR: LU • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z_ z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W PROJECT NO: W CONCRETE SLAB W/ 6x6 1 2021.009234 W1.4 x W1.4 WWF OR O W FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH U JAR o ° --a ---- (MAX 20" ° Q d a DEEP) CHKD: — a X MJ P U) ° • d LL J 4" EXTENSION X V UNDER BRICK VENEER < `%0%;N ll I11t 111,0i U) 12" UNDER 1 STORY WALL ��`` ��• G E N N��R w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :� .•'�,� SF'•,�� Z NO 85166 16" UNDER 2 STORY WALL W W/ (3) #4 OR (2) #5 CONT z * ;• DocuSigned by: * ' < ww. s O � BEARING CURB STEP SECTION W ��,• T T4971D?fDEFasg�� (� 6 Q �ii �s ' •' O R N, `�� z z '�i i�' O N A� �•` TYPICAL REINFORCING � BARS AT THICKENED O 08-03-2021 p FOOTING, SEE PLAN W MIN 24" LONG #4 OR #5 U _w BAR SET AT MID -DEPTH REVISIONS: a:OF SLAB, TYP ALL W I RE-ENTRANT CORNERS Q NO. Description Date W I' — W Q ----------- ( U) --- - O F— J O HOUSE SLABI O z U � RE-ENTRANT CORNER DETAIL W (RECOMMENDED) � PLAN VIEW, DETAIL TYPICAL @ALL W ST=2mD RE-ENTRANT CORNERS CMU/METAL CONNECTOR ENGINEERING