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DocuSign Envelope ID: EA8BCDBC-DD2F-44E5-B876-94E431A586DA EXISTING EXTERIOR CMU -N MIN. 3" EDGE DISTAL STRIP OF WWF FROM F.F.E. TO - J' MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ ° - ° (2) ROWS OF 3/6" DIA. TAPCONS D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. % D D EXISTING FOUNDATION. D ° D \ ° D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES p OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE l STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TOI EXISTING FOUNDATION FACE w/ ° - - (2) ROWS OF 3/"6DIA. TAPCONS D / D D D - D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i D D EXISTING FOUNDATION D ° I I \ D \ ° 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 ° �-d--a ---- (MAX 20" a ° ° DEEP) d 4" 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 ° ° a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE I L _ 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 LOCATE AND TIE INTO STEMW REINFORCEMENT IN LAST REIN STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL b,MONO LITHIC SLAB MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #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 ALL FOOTING FORCEMENT 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. Y � - - - - - - - - (UJ n Q 0 \/\ w LU U VAPOR BARRIER -//\\// L o X #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 OR RICK 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. Y-0" A.F.F. _ (BEYOND) j -- FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 cr U J (1) #4 OR #5 WWF OR FIBERMESH > Q Q CONT y L1 Uj ------�. o �0 w - � FINISH O GRADE \\/�\//\\j\\/ \//�j\ jj\ j • F /// //\\ jj Q #4 OR #5 VERT REINFORCING //\�%/\�%/\�%/ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \ � D L -D I j a 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. (1) #4 OR #5 CONT: MINIMUM 24" 36" MAX VARIES PER � ARCH PLANS 12' MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. /AA/�A ✓APOR 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) #4 OR (2) #5 CONT 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 1'-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 CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" m 0 C D N ALL OTHER EXTERIOR WALL CLADDING -MIN 8", U.N.O. ON ARCH O 0 /\ VAPOR BARRIER \//\\ /\//\/�\//\/\/\ � e- APES \/�/ p o 12" IN/ \\/\\/\\/\\/\\/\� N 00 \\\\ \\\��\//%\/�\� �\//\\\ 4 �Q X O sll FOOTING TO BEAR ON 11 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M J AO �= 16" UNDER 2 STORY WALL w/ BAR IN BRICK LEDGE U_ L j tds (2) #5 OR (3) #4 CONTINUOUS J J N z true design studios ONOLITHIC FOOTING SECTION (:1)ILLOWING NTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE OCCUR: 0 • 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 32211cn FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY ? PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W c FIBERMESH 041HOMON", m 74joiew UJI 16" VAPOR BARRIER Q a U 3 BEARING WALL FOOTING SECTION Z W W CONCRETE SLAB W/ 6x6 Ix W1.4 x W1.4 WWF OR O FIBERMESH O 0'4' A.F.F. O ° SEE ARCH `- d DETAILS ° \d 4- U') >= 8" MIN ~ d /\/ \/ Z W 8"x8" THICKENED 8" (( LI..1 FTG AT W STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m W 0 C%) w W Q w Q 0 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL Q w Q Q CONCRETE SLAB' IZ � w � 6x6 W1.4 x W1.4 WWF W OR FIBERMESH VARIES ° Q W Uj 2 SEE ARCH d � ° (MAX 16' ° ° d ° O ry x \/\ d LL LL �/ 12" MIN %\\/\\/\\/\\/\� Z Z VAPOR BARRIER w 6" OPT. EXTENSION IN BRICK Q {- LOCATIONS ON FND PLAN d Z 12" UNDER 1 STORY WALL w/ Q (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS J O Abbott Park v 5)CF GARAGE EXT WALL CURB SECTION U) ONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 029-02 OLLOWING OCCUR: w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY Q_ PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. W PROJECT NO: W CONCRETE SLAB W/ 6x6 0 2021.009238 0 W1.4 x W1.4 WWF OR Q u- FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH U JAR o -d - - - - (MAX 20" \ \ \ ° a °I - _ ° d DEEP) C""D MJP 4„ W W ° • d a- J 4" EXTENSION x �ttttittttt�� U UNDER BRICK VENEER 12" UNDER 1 STORY WALL G E N' O w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m Q Z 16" UNDER 2 STORY WALL W = * ;• •• * = Q w/ (3) #4 OR (2) #5 CONT Z> ' 3F4671DACDEF435_ .�. Q % 3 '. STATE OF w 6 BEARING CURB STEP SECTION P•: ��: TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN I I i MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS ------------ RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ttttttt Q O 07-28-2021 p H W U co REVISIONS: UJI Q No. Description Date ~ W U J Q O � Z Z = O U W x W ST=2mD d CMU/METAL CONNECTOR ENGINEERING