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)ocuSign Envelope ID: 49180716-722C-4488-8344-DC46395EF416 <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />EXISTING EXTERIOR CMU (� <br />MIN. 3" EDGE DISTANCE q 11 <br />STRIP OF WWF FROM F.F.E. TO - - <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ — — — ° <br />(2) ROWS OF 3/6" DIA. TAPCONS / p D p ° <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />p EXISTING FOUNDATION. <br />D ° <br />° D <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />0'0" A.F.F. <br />FIBERMESH <br />- SEE ARCH <br />° — — a — — — — (MAX 20" <br />a a ° a ° DEEP) <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />6 BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />a ° — <br />a <br />a <br />16" <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />"SUS BAR AS <br />_AP AS SHOWN <br />VVIV I IIVVVVV VVIVVI\L 1 L <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL <br />) DEGREE <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL �o <br />CMU STEMWALL MONO LITHIC SLAB <br />WHERE NEEDED <br />8" CMU CHAIR BLOCK W/ (1) #5 <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />MIN. 3" EDGE DISTANCE I <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x <br />STRIP OF WWF FROM F.F.E. TO <br />_ _ _ — _ a OR FIBER E1SHF <br />BOTTOM OF FTG. WWF TO ° <br />° <br />EXISTING FOUNDATION FACE w/ ° p. — — — — — p —& — p <br />w z <br />U)0 <br />(2) ROWS OF 3/6' DIA. TAPCONS / <br />E <br />a $ a ° #40R#5 <br />REINFORCING PER <br />OR CUT NAILS @ 24" O.C. COVER / ° <br />0 z <br />° a ° a <br />p <br />FLUSH w/ 3000psi CONCRETE. <br />0 < <br />° <br />° a I ° MONOLITHIC FOOTING <br />a SECTION <br />°- <br />p p EXISTING FOUNDATION <br />° <br />FOOTING TO BEAR ON FIRM <br />°d°, _ _ _ _ UNDISTURBED SOIL <br />° <br />d <br />d <br />a MINI 12" <br />I <br />p <br />d <br />8 CMU WALL OVERHANGS 2.5 OR LESS <br />/��j/��j��%\�j��%��jj��\�/ ��\\/��\��\\// •STEMWALL FOOTING TO EXTEND MIN <br />MONOLITHIC FOOTING <br />//�\\\\\// <br />12" BELOW <br />NOTES: <br />�\ �� \�,�\, <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, <br />/'' <br />LOCATED WITHIN TRANSITION ZONE <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL <br />LOCATE <br />REINFORCEMENT IN LAST <br />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO <br />STEMWALL CELL <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, <br />CONTACT EOR. <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB �, ABLOCK W/ (1) #4 OR #5 CONT. <br />(n <br />LU <br />Q <br />co <br />CO <br />Q O <br />VAPOR BARRIER ��\\� <br />wi0 <br />x <br />Q <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C.\/\\ <br />4 TO 5 COURSES: 48" O.C. <br />X�.o <br />/ o <br />FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR <br />UNDISTURBED SOIL #5 IN BRICK LEDGE <br />VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />2 STEMWALL SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />0'-0" A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE _w 11 U BLOCK W/ <br />SLAB W/ 6x6 W1 AxW1.4 PLOW�uc <br />U)(1) #4 OR #5 <br />WWF OR FIBERMESH > ¢ U) CONT <br />F- uJ <br />w FINISH <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS — <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />TSTEMWALL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />(1) #4 OR #5 CONT. <br />36" MAX VARIES PER <br />___\ ARCH PLANS <br />12" MIN ` <br />/\\/�\\ <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />3'/i' CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />74 <br />a VAPOR BARRIER <br />Q ' jV FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />b <br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ <br />#4 OR (2) #5 CONT <br />1 MONOLOTHIC FOOTING SECTION - 36. MAX DEPTH <br />'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., <br />HIS "1A" FTG DETAIL FOR THE 'V <br />FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28". <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />\ D <br />VAPOR BARRIER <br />\ p o <br />0 <br />SEE NOTES (MAX 16") U <br />0 <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" o, <br />ALL THER EXTERI R WALL N <br />E <br />0 <br />AM-"\ > <br />y <br />O O O <br />CLADDING - MIN 8", U.N.O. ON ARCH O 0 <br />PEX\/\l/\ c <br />12" MIN \\/\\/\\/ \\/\\/\� N�c <br />\\ <br />\ <br />0 <br />/ <br />I m <br />FOOTING TO BEAR ON \ <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN <br />N <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J <br />BAR IN BRICK LEDGE IL L <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS W <br />J <br />J t S <br />true design studios � <br />1 MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O <br />FOLLOWING OCCUR: Y <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />O <br />r'nh1r'DCTC CI AD ...1 a-0- <br />LLIou� <br />7 <br />U) <br />Q 0 <br />940 '4A <br />a w <br />LLI _ <br />Q, <br />U) <br />3 BEARING WALL FOOTING SECTION C) <br />z <br />w <br />(D <br />CONCRETE SLAB W/ 6x6 W <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH O <br />0'-0" A.F.F. O <br />° SEE ARCH I <br />DETAILS ti <br />\,\ \ 8" MIN ~ <br />\/ b <br />W♦ <br />8"x8" THICKENED 8" U) <br />FTG AT U) <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN C/) z W <br />4 CURB STEP SECTION m LU O (n <br />of <br />W <br />8" UNDER MASONRY WALL Z_ <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL > <br />LU w Q Q <br />I <br />6x6 W1.4 x W1.4 WWF W <br />OR FIBERMESH ° W <br />VARIES SEE ARCH 0 ® J <br />d d a (MAX 16") Uj Uj <br />- <br />O� �/ X <br />LL L <br />12"MIN:/A/\/\/\/\/ Z <br />Z <br />VAPOR BARRIER <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN 0- Z <br />rY <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO.4 OR NO. 5 O <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ LU <br />J <br />(2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK <br />O 0 <br />5 GARAGE EXT WALL CURB SECTION J U) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ILL. <br />LOT 021-01 0 <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY (D <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) <br />PROJECT NO w <br />CONCRETE SLAB W/ 6x6 O 2021.006619 � <br />W1.4 x W1.4 WWF OR OILL <br />FIBERMESH z DRAWN: O <br />0'-0"A.F.F. SEEARCH = KME <br />a U D <br />(MAX 20" O <br />a a ° DEEP) CHKD: <br />a X MJP <br />w w <br />4" EXTENSION X 0 <br />UNDER BRICK VENEER �`�(iN LAN��'�. U) <br />12" UNDER 1 STORY WALL } ���` �J�• C•E N • /�R'��� <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` .•'�,� S� �� Z <br />0 No 85166 Q <br />16" UNDER 2 STORY WALL w <br />w/ (3) #4 OR (2) #5 CONT Z = * ' * .. IY <br />= DojoSigned by: ; � Q <br />'0 <br />6 BEARING CURB STEP SECTION O %� : TATE of • 44/: <br />W �O�• x,3F4671DACQ_EF43.t 44/� <br />Z i� ss/p • L E���`� <br />TYPICAL REINFORCING <br />BARS AT THICKENED <br />FOOTING, SEE PLAN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />O_ 05-18-2021 0 <br />W <br />U REVISIONS: <br />U- <br />Q No. Description Date w <br />U) Q <br />C� - -- C) <br />O I— <br />JO — Z <br />= O <br />0 <br />w <br />x <br />W ST=2mD <br />a- <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />