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DocuSign Envelope ID: 9ED12F2D-B41C-4448-BA66-5E8CEB9C3CDC EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE j —I STRIP OF WWF FROM F.F.E. TO --- MIN. 6" BELOW GRADE. WWF TO _ EXISTING FOUNDATION FACE w/ D ° ° 1 (2) ROWS OF 3/6" DIA. TAPCONS — D D ° — — — — — — D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION. D ° j 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 WINDOWSILL — p WHERE NEEDED j MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO — — BOTTOM OF FTG. WWF TO _ EXISTING FOUNDATION FACE w/ ° — — — — — — 3 ° D D D D ° D -- — D (2) ROWS OF /6" DIA. TAPCONS ° OR CUT NAILS @ 24" O.C. COVER D ° FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION D ° ° D i 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 — — a — — — (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *_REARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH — - — -- -� d ° d Q ° / 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 _ 1 CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 8" CMU CHAIR BLOCK W/ (1) #5 ---\ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U)p �F_ OU) UZ a LOCATE VERTICAL AND TIE INTO STEMWALL F REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL MONO LITHIC SLAB 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4OR#5 REINFORCING PER MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE OOTI NG CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB a BLOCK W/ (1) #4 OR #5 CONT. 2 rn Q Q O VAPOR BARRIER ��\\� j w o Q #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 //. i #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM N 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 *_STEMWA LL 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 P(Lor:u( (1) #4 OR #5 WWF OR FIBERMESH > Q U) CONT LLJ p — — — — — FINISH 0 GRADE #4 OR #5 VERT REINFORCING \\/ - �\%/��x\ UP TO 3 COURSES: 72" O.C. % \ 1 \f �/ \ j \/\/\/ 4 TO 5 COURSES: 48" O.C. o o ° FOOTING TO BEAR ON FIRM -- UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE 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'/2' CONCRETE SLAB W/ 6x6 #4 OR CONT. (1) #5 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VARIES PER- 36" MAX ARCH PLANS 12" MIN ° ° d I�\ VAPOR BARRIER /lx/%\�//� / 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) I#4 OR (2) #5 CONT J MONOLOTHIC FOOTING SECTION - 3611 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 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") v W1.4 x W1.4 WWF OR FIBERMESH STUCCO OR DIRECTLY ADHERED Cl) E, STONE CLADDING FINISH - MIN 6" Q, CD ca ALL OTHER EXTERIOR WALL �' \\ \\ \\ \\ \\ \\ o b, ° CLADDING - MIN 8", U.N.O. ON ARCH O a LO VAPOR BARRIER APEX 12MIN U FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _1 BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/tds (2) #5 OR (3) #4 CONTINUOUS W J Q J true design studios Q) 1 MONOLITHIC FOOTING SECTION z CONTACT FOO R 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' FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O �' C) CONCRETE SLAB w/ 6x6 L ' (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR al FIBERMESH'. DIHOMN 0 i'4 4-� 1 W �I 16"' VAPOR BARRIER Q U 3 BEARING WALL FOOTING SECTION U z W wThis item has been electronically CONCRETE SLAB W/ 6x6 signed and sealed by Justin M Lanier, PE on the date and/or time stamp W1.4 x W1 A WWF OR shown using a digital signature. FIBERMESH p Printed copies of this document are 0'-0" A.F.F. O not considered signed and sealed ° SEE ARCH � and the signature must be verified a ° DETAILS (` by a 3rd Party Certificate Authority �on any electronic copy 8" MIN O v' J Uj Z 8"x8" THICKENED 8" U) W FTG AT W STEP-DOWN, SEE VAPOR BARRIER W PLAN z z W 4 CURB STEP SECTION m Uj O (n W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W! I--�—►I 6" UNDER WOOD WALL J W Q Q 6x6 W1.4 x W1.4 WWF I I L� W OR FIBERMESH VARIES d SEE ARCH Q Uj Q , , ' (MAX 16") W - \\ o LL LL �— �/\ d ,/ 12"MIN./ �— /\\ °\��\\\i\�j/\\\/\\\/\\j/�\\ 0 z a VAPOR BARRIER �// ° %//�/// O < T/ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN � z Z 12" UNDER 1 STORY WALL w/ O a- (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 C) LL BAR IN BRICK LEDGE Q 16" UNDER 2 STORY WALL w/ W (2) #5 OR (3) #4 CONTINUOUS —1 Abbott Park Q �-GARAGE EXT WALL CURB SECTION OJ co 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 037-03 - 0 FOLLOWING OCCUR:ILLI • 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 U PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.009231 W1.4 x W1.4 WWF OR O LL FIBERMESH z DRAWN: O 0'-0" A.F.F. = o SEE ARCH U JAR C)\\ \\ \\ d 4 d — _ _ — DEEP) (MAX0 CHID: MJP U) a d W L0 ° a d d J 4" EXTENSION x U UNDER BRICK VENEER Q jiN' Lq ,�� 12" UNDER 1 STORY WALL } ��•• ••••• N/�'Q � � w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ; •• �\ G E N S�.••• �� Z - No 85166 �S 16" UNDER 2 STORY WALL WD;Signed by: w/ (3) #4 OR (2) #5 CONT z Q LBEARING CURB STEP SECTION ��,. DGRF4.�.14/ 6 — --- 0 c� Q '�. Fs •' • .. • C? �� Z z �� Si0 • �` �� > i I TYPICAL REINFORCING j BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS jL---—— — — — — —— HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS %% Q _O 07-28-2021 p F- W U REVISIONS: Q No. Description F Date 'LU ~ U) J 0 W O 1 O O z Z C) W x W ST=2mD a CMUiMETAL CONNECTOR ENGINEERING