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DocuSign Envelope ID: 707B1834-BEF5-47BC-9323-F8E9026C052D 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/s' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I f ° EXISTING FOUNDATION. D ° n 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 WINDOW SILL I WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF %g" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. ° p � D D.I D I I 1 . D \ D I�— • G EXISTING FOUNDATION 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" 4 ° w DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION 4 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH e 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 STEMWALL MONO 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 - - e1- U)O °� ° s ° °4 ° #4OR#5 REINFORCING PER Q I ° , ° ` ° ° MONOLITHIC FOOTING v� ° ° 4 SECTION ° 4 FOOTING TO BEAR ON FIRM UNDISTURBED SOIL L4 % //\//\//\//\//\//\//\// //\//\//�\// ' �-• STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING *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 BLOCK W/ (1) #4 OR #5 CONT. — - w \\ \ \ \ _ of Q O U VAPOR BARRIER F- o LO #4 OR #5 VERT REINFORCING\zz�//\// UP TO 3 COURSES: 72" O.C. \\/\\ 4 TO 5 COURSES: 48" O.C.\/� r�\\/ • e L 41 FOOTING TO BEAR ON FIRM \ ADDITIONAL #4 OR#5 //� / IN BRICK LEDGE UNDISTURBED SOIL VERTIC 11_ REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM 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 Q U) (1) #4 OR #5 WWF OR FIBERMESH > CC ¢ Q w CONT - w Lu v� — -a e_ - • rW ❑ FINISH O GRADE \\/�\/�\��\/ a /j //\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. ` • \ \\\\\/ 4 TO 5 COURSES: 48" O.C.- D D -D FOOTING TO BEAR ON FIRM - / ADDITIONAL #4 OR UNDISTURBED SOIL #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 TMW_STE ALL 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. 3VARIES PER 6" MAX ARCH PLANS ter' / 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 1/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 900 BEND @ 48" O.C. ° ° i \ 4 VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 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) 1#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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH O D p p \ D VAPOR BARRIER j\ D SEE NOTES (MAX 16") U STUCCO OR DIRECTLY ADHERED 0 STONE CLADDING FINISH -MIN 6" M `v O ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH LO APEX \ \ i\// (n //\ / Z N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK (A � FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN m 12" UNDER 1 STORY WALL w/ 0� I' (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE Z C' 16" UNDER 2 STORY WALL w/ ''" (2) #5 OR (3) #4 CONTINUOUS Z W tds u6 1 MONOLITHIC FOOTING SECTION Q true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" o �:3 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. 0) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. Q 904.821.5200 0 O CONCRETE SLAB w/ 6x6 Q .- (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR < 0) FIBERMESH o 4 DeRHOMON' Q ! 9 4-� VAPOR BARRIER 0 ILL Q 3 BEARING WALL FOOTING SECTION Z a) 0 CONCRETE SLAB W/ 6x6 0 W1A x W1.4 WWF OR FIBERMESH Z This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, SEE ARCH PE on the date and/or time stamp '- — DETAILS U shown using a digital signature. ° 4 \° W Printed copies of this document are not considered signed and sealed x nd the signature must be verified \\\ // ,\8" MIN LLJ Jby n any electronic copy te Authority a 8"x8" THICKENED 8" W FTG AT W STEP-DOWN, SEE VAPOR BARRIER � W PLAN 00 CURB STEP SECTION 0 = z W 4 LU Z O cn a - CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF _ OR FIBERMESH VARIES VAPOR BARRIER 8" UNDER MASONRY WALL 0 G W Q 6" UNDER WOOD WALL O Z �' W o n SEE ARCH ? J W ° (MAX 16") o M W NW _Q W L.L L1 \/ 12" MIN\\/\\/\\/\\/\� U W LL 2 ILL U) X 6" OPT. EXTENSION IN BRICK } T_ LOCATIONS ON FND PLAN Ur L 0• o ADDITIONAL NO.4 OR NO. 5 0 0 BAR IN BRICK LEDGE = W U ~ Z Abbott Park a 5 GARAGE EXT WALL CURB SECTION x _ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W LL FOLLOWING OCCUR: Q LOT 024-03-1 B W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" —I • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1 A WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ° (MAX --4 ° °4 ° 41 DEEP) 4 -- \�\\�\\ //X 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT C6 BEARING CURB STEP SECTION TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS — — — — — — — — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS - Q U 67 W PROJECT NO: I- 2021.012593 z DRAWN: - (A CD o CHKD: IL MJP 0 0 O u') Uj No 85166 U) (n * DoWSlgned by: • * � r n w � , `V �► I 11-01-2021 Z REVISIONS: No. Description Date --- W W W Q GO ST Z ■ O 0 CMU/METAL CONNECTOR ENGINEERING