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DocuSign Envelope ID OF582DE1-AA77-44DF-848E-8E536E59FCOE EXISTING EXTERIOR CMU MIN. 3" EDC 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. COVEF FLUSH w/ 3000psi CONCRETE. � � Q n KISTING FOUNDATION. 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 - - a - - - - (MAX 20" /�\�\� 4 - ° ° DEEP) \\ \ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 0 BEARING CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - ° 4 4 VAPOR BARRIER *5EA_RING WALL FOOTING SECTION - - LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE 40 TOP OF FOOTING L - CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CONCRETE SLAB W/ - 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP .... - - /\\ 7-:j VAPOR BARRIER ��// L o LO #4 OR #5 VERT REINFORCING \\// \\/// / UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C. ° FOOTING TO BEAR ON FIRM `\� //� / ADDITIONAL #4 OR#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 U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 PU'j J (1) #4 OR #5 WWF OR FIBERMESH > y ¢ w CONT ~ w J U) FINISH O GRADE e � \/\\/\ N \ \\ \\\, #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ . \ ' • \//\\//\\//` //` // 4 TO 5 COURSES: 48" O.C. % ' a El 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 C 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 3 %" CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN. 3" EDGE DISTANCE MIN 24" LAP VARIES PER 36" MAX ARCH PLANS \ \ \ \ \ 4" CONCRETE SLAB W/ �7 ° 4 6x6 W1.4 x W1.4 WWF / T \\� STRIP OF WWF FROM F.F.E. TO - - _-_ _ _ - "' -• _ __ -_ •� -° OR FIBER MESH \\/\T�f�\ \ BOTTOM OF FTG. WWF TO - -_ __ - - - - - - _. _ ° //\//\//\ \�� ° VAPOR BARRIER - ° ° to - �- <4 4- 12" p°----�---° /\/\/ 12"MIN \ ° \ EXISTING FOUNDATION FACE w/ ° p .p - - p o ° o n rn O ° ° " ° " ° /\\//\ \ /\//� / FOOTING TO BEAR ON FIRM ----- --+- wz (2) ROWS OF 3/g' DIA. TAPCONS #4 OR #5 \\/\\/� /\/ / 4' / UNDISTURBED SOIL OR CUT NAILS @ 24" O.C. COVER / u ° ° O z 4 ° OPT. EXTENSION " REINFORCING PER 6 < FLUSH w/ 3000psi CONCRETE. P M ° ° 4 ° ° MONOLITHIC FOOTING \ _ ° o ° SECTION " b ° ' EXISTING FOUNDATION ° ° ° - ° IN BRICK LOCATIONS ° 4 ` FOOTING TO BEAR ON FIRM ON FND PLAN ° 4, UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) �\� \ \ \ \ ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT b ° 4 xBAR IN BRICK LEDGE ° 1 4° MIN112" /\/\/\/\/\/\/\ / 16" UNDER 2 STORY WALL W/ (3) u4 4 #4 OR (2) #5 CONT 11 11 /\\ j\\ j\\ j\�/\\/\\ j\ MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 8 CMU WALL OVERHANGS 2.5 OR LESS /\\/\\/\\/\\/\\/\\/\\/ x\ \\�\\� STEMWALL FOOTING TO EXTEND MIN \\ 12" BELOW MONOLITHIC FOOTING 'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \ \ \\/�\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28" • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, /\// LOCATED WITHIN TRANSITION ZONE @ . LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING 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 V-0" VERTICALLY PER T-O" 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 SEE NOTES (MAX 16") v STUCCO OR DIRECTLY ADHERED 0 STONE CLADDING FINISH -MIN 6" rn 0 N ALL OTHER EXTERIOR WALL ICY CLADDING - MIN 8", U.N.O. ON ARCH O 0 %�/%/%��/��/%�% � APES 12" MIN \/\/\/\/\/\� cV U \\� \\i \\//�//\\//\\//\\/\\\ 00 4N 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/ Ll (2) #5 OR (3) #4 CONTINUOUS J 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 FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O CD Cn CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH f- 6 to a - - - - 04HOHOMON CIO 16" VAPOR BARRIER Q y Z) C OT 3 BEARING WALL FOOTING SECTION U z W 0 W CONCRETE SLAB W/ 6x6 Of W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH OCD signed and sealed by Justin M Lanier, 0'-0" A.F.F. p PE on the date and/or time stamp shown using a digital signature. _ly SEE ARCH i Printed copies of this document are DETAILS of considered signed and sealed 4 �e� nd the signature must be verified -� by a 3rd Party Certificate Authority n any electronic copy 8" MIN O U) / Zrn LLJ 8"x8" THICKENED J 8" U) L FTG AT W n/ STEP-DOWN, SEE VAPOR BARRIER I....�L PLAN Zz J Z LLJ 4 CURB STEP SECTION m LLJ O w W F- W 8" UNDER MASONRY WALL Z_ r z O 6" UNDER WOOD WALL Q CONCRETE SLAB W/ j--�-� _- Q 6x6 W1.4 x W1.4 WWF I I W 0 OR FIBERMESH VARIES ° SEE ARCH Q 4-- - (MAX 16") - w W - °°L ° ° 0 1* \/ 7 f� J �1 X 12" MIN:/\/\/\/\/\/ \ \\i \\//\\//\\//\\//\\/\\\ O Z VAPOR BARRIER �/� 4 ' �/\- \ /\//�//�//�// O F- `//\\ /\ Q 6" OPT. EXTENSION IN BRICK 0 W LOCATIONS ON FND PLAN 0- Z 12" UNDER 1 STORY WALL w/ 0 O ate. (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -j O U 5 GARAGE EXT WALL CURB SECTION J -- co CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 017-03-1 C FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY - 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 O PROJECT NO: W CONCRETE SLAB W/ 6x6 -I 2021.014967 ILL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z------_ .. _ _--. -. O DRAWN: 0'-0" A.F.F. = ASH -22 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \//\//\//\ VAPOR BARRIER n ° SEE ARCH U O -� - -- a - - - - (MAX 20" W u7 ° e W LU J CL 4" EXTENSION UNDER BRICK VENEER 011111111111 (j1 11 11(n 12" UNDER 1 STORY WALL G E N w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Ina: : •'�,� S�'•,• �� Z No 85166 Q 16" UNDER 2 STORY WALL W * DocuSigned by3 yp w/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION O �� TAT OF 441 W �.�,� 3F4671DA Q;[ .. - - Q ice, �' . C 0 R X O , • �\ ,�� Z_ -- - - ------ Z ��'SS/ONA1-E��`�� TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 I� BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSESLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W 1111111111110% O 12-29-2021 0 �- W U REVISIONS: LU No. Description Date U_ ~ - W U) J V _ VJ O I- Z Z = 10 U 0 W X W ST=2mD a- Q CMU/METAL CONNECTOR ENGINEERING