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DocuSign Envelope ID: 30813D59-338F-444C-B5F4-9FD029C9F05E CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 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 16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVET FLUSH w/ 3000psi CONCRETE. ;TING FOUNDATION. 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/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D FLUSH w/ 3000psi CONCRETE. f ° EXISTING FOUNDATION I � D \ ° Imo__ -o - 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 - - - n- - - - - (MAX 20" "�N\ x \\ ° ° 4 _ d a ° DEEP) 4,1 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION ..-- --° -- -4- - - - �- - \\ ,\ a a CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4- - VAPOR BARRIER 3 BEARING WALL FOOTING SECTION i AD -Ur-rrnKiTiKn 10US BAR AS _AP AS SHOWN �VI\ 111\VVVV VVI•VI\V 1 FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL STEMWALL�MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 N CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP ) DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH ---- -- a- ------ -<- - --1- U) O°° ° #4 OR #5 Ov Z ° ° ° ° REINFORCING PER Q I 4 ° MONOLITHIC FOOTING R� ° ° ° ° ° SECTION ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 4 I °° MIN I12" \//,//,//' ' " , \\/\\/\\/\\\\� /\\/�\>\\ \--- • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE 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 TOP OF SLAB F• VAPOR BARRIER #4 OR #5 VERT REINFORCING /\ UP TO 3 COURSES: 72" O.C. \//\/ I /� 4 TO 5 COURSES: 48" O.C. 0 w U) O U 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ONAL #4 OR FOOTING TO BEAR ON FIRM - //�\\j \' \\ #b 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. _0- (BEYOND) FLOATING CONCRETE w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 Q U J (1) #4 OR #5 WWF OR FIBERMESH > CONT - Ww w U) FINISH 0 GRADE \ //\\//�//\\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 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 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. 3 %" CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIM�2.(1)#40R#590° BEND @ 48" O.C. 36" MAX VARIES PER -o- - - - - - - -- - ARCH PLANS 12" MIN` \ ° '\ VAPOR BARRIER OOTING TO BEAR FIRM //\//Kx//� / a" / UNDISTURBEDSOILON 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) 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" 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 V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING ° VAPOR BARRIER ° ALL OTHER EXTERIOR WALL OAft\ CLADDING - MIN 8", U.N.O. ON ARCH O p " APES0 \ 12" MIN \\\/\� (V U • � \\ �\\ \\\j\\//�\/%\/%\//\\\ � �( \ 00 CD C:) SEE NOTES (MAX 16") M STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" o) 0 N FOOTING TO BEAR ON FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ � cIII (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 tds J-6 � true design studios MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: (n ,7 • 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 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O 4- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH - 011HOMON' 00 KA$ / 16" VAPOR BARRIER Q W 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 Of W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O 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 ° DETAILS �>1111111111111111�hy ot considered signed and sealed Q end the signature must be verified a 3rd Party Certificate Authority 8" MIN O �n any electronic copy ' w Z v, m W 8"x8" THICKENED 8" W(n W FTG AT W STEP-DOWN, SEE VAPOR BARRIER z PLAN 40� CURB STEP SECTION m W O U) __ UNDER MASONRY W 8 ~ G ONRY WALL Z_ 6" UNDER WOOD WALL z Uj Q Q CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF LIj 11 OR FIBERMESH VARIES SEE ARCH a ° J Q W W \\ \\ \\ \\ \\ \ LL r 4 / 12" MIN./\/\/\/\/\� Z \ \\\�� Z VAPOR BARRIER /% a �/" ///// O 6" OPT. EXTENSION IN BRICK 0 F- LOCATIONS ON FND PLAN d Z_ 12" UNDER 1 STORY WALL w/ W (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 -' O U 5 GAL CURB SECTION W RAGE EXT WAL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LL LOT 007-04-1 B FOLLw W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY - 0_ PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: W CONCRETE SLAB W/ 6x6 -j 2021.012598 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z DRAWN. -_ 0'-0" A.F.F. SEE ARCH V CD 810 -- ----I- (MAX 20" ° a ° 4 DEEP X cHKD: MJP W W W U 4" EXTENSION xU) UNDER BRICK VENEER < Lq �f(n 12" UNDER 1 STORY WALL } ,`,S�G E 11j N��'9 �, cq 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 _ * ; DoeuSigned by: ; *r- - -- - --- =-3: mow. - p BEARING CURB STEP SECTION 6 O r W i O•••• 1 D 435.; �41j r � �:�F•��OR1�P��:� Z_ Q i S + Z ��'� SRO N A E�+`+ ;? TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I II HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W �o��of��++ O_ 11-02-2021 0 I- Uj U_ REVISIONS: _ LL I- No. Description Date W U) J >- U O I- Z Z 2 O U c) W x W ST=2mD a_ CMU/METAL CONNECTOR ENGINEERING¢