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)ocuSign Envelope ID: 4210BE37-OE63-44AD-A2D4-OAF711104AC9 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 D n a FLUSH w/ 3000psi CONCRETE. I f D ° EXISTING FOUNDATION. O � D D \ I \ n • D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH r \ \ \ 0„ 4 4 a DEEP) C ° 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---- - --- -- - - \, \\ q c \ d I 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB LU \/ J o VAPOR BARRIER �//\\\/ i � o Ln / #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM - '�\/ . //�\ j #5 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. U-0" A.F.F. (BEYOND) FLOATING CONCRETE w ---- - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1 A R v J (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ U)CONT w .- --- W o U) w U) FINISH \> O 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 Ct�TEMWALL CURB SECTION PECIAL 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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL CMU STEMWALL (1) #4 OR #5 CONT. W1.MONO LITHIC SLAB 3'/1.4 x W1.4 WWF OR FIBERMESH CONCRETE SLAB W/ 6x6 WHERE NEEDED �- I 8" CMU CHAIR BLOCK W/ (1) #5 - - CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR 5 90 N 4 INTO MONOLITHIC THICKENED EDGE MIN 24" LAP <' MIN. 3" EDGE DISTANCE VARIES PER 36" MAX ARCH PLANS 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF �T STRIP OF WWF FROM F.F.E. TO - -- _i- - - _ _ ° OR FIBER MESH \\/\\f\\/ BOTTOM OF FTG. WWF TO _. - - - - _ - ° - - - --- - 12"MIN / 4 \ EXISTING FOUNDATION FACE w/ ° p - - - - P -� - n ; - ° ° a/\\\j\\j/\ \ \/ \` j VFOOTING TO BEAR APOR BARRIER w z ° // / / / \/\ UNDISTURBED SOILON FIRM $ ° #4 OR #5 ` ip (2) ROWS OF N " DIA. TAPCONS n n ° q ° q REINFORCING PER \\ \\/� OR CUT NAILS @ 24 O.C. COVER D v z ° ° MONOLITHIC FOOTING \' FLUSH w/ 3000psi CONCRETE. I vof q ° a SECTION 6" OPT. EXTENSION b D D EXISTING FOUNDATION ~ -I ° IN BRICK LOCATIONS - ° FOOTING TO BEAR ON FIRM ON FND PLAN °° UNDISTURBED SOIL 12" UNDER 1 STORY WALL-W/(2) 4T \ ° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT 1> 16" UNDER 2 STORY° q° //\//\//\//\//\//\//\ MINI12" BAR IN BRICK LEDGE WALL W/ (3) ° ° #4 OR (2) #5 CONT_ J/\'/\\'/\/\ \ °\j7\//�'T\ \\\//\ �� /\\\\\\\\\\\\\\/\\\\//\\//\\//\\//\\,\\ , MONOLOTH IC FOOTING SECTION - 36 MAX DEPTH 8 CMU WALL OVERHANGS 2.5 OR LESS STEMWALL FOOTING TO EXTEND MIN \ 12" BELOW MONOLITHIC FOOTING "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \\ \\ /\\,�\,\ • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG /A A LOCATED WITHIN TRANSITION ZONE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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" rn ° s-- o ALL OTHER EXTERIOR WALL `�' LO CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER /\/�\ ° \\/\\/\\/\\� Z 12" MIN \\/\\/� (/� APEX %\\ U) W FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN m 12" UNDER 1 STORY WALL w/ LLI � (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE Z 16" UNDER 2 STORY WALL w/ iD (2) #5 OR (3) #4 CONTINUOUS Z W tds 1 MONOLITHIC FOOTING SECTION -_ <t 1 ruo de`" Shall° CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY LL- SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z 904.821.5200 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O i- q (2) #4 OR (2) #5 CONTINUOUS CONCRETE SLAB w/ 6x6 FIBERMESH x W1.4 WWF OR C� FIBERMESH 0 4 7 � - ° 4 q \ \\ x /,\%\\% a i C'+ 3 BEARING WALL FOOTING SECTION Z 0 3: O CONCRETE SLAB W/ 6x6 J W1.4 x W1.4 WWF OR O FIBERMESH z U-0" A.F.F. _ SEE ARCH U o \° DETAILS w 8" MIN a r n a ''/I 8'W" THICKENED 8" O LU FTG AT VAPOR BARRIER STEP-DOWN, SEE PLAN m Z CURB STEP SECTION wW w 4 Z o cn - o a �_ 8" UNDER MASONRY WALL LLI < 0 o CONCRETE SLAB W/ i i 6" UNDER WOOD WALL Z co > Q 6x6 W1.4 x W1.4 WWF I I Uj OR FIBERMESH VARIES �_4 Z _j w SEE ARCH (MAX 16") o M W w �T\ _U 4 / 12" MIN./ ILL VAPOR - VAPOR BARRIER //\ a 4 //ii Q r (n X 6" OPT. EXTENSION IN BRICK` - LOCATIONS ON FND PLAN O Z 12" UNDER 1 STORY WALL w/ "j O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0 BAR IN BRICK LEDGE _ 16" UNDER 2 STORY WALL w/ 0 z (2) #5 OR (3) #4 CONTINUOUS W I- Abbott Park a C�) GARAGE EXT WALL CURB SECTIONCONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LOT 016-02 W FOLLOWING OCCUR: Q J • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-O" VERTICALLY PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'4' A.F.F. SEE ARCH -q----v--- (MAX 20' \ \ \ 4 q a ° -- -DEEP) a / o • q 4„ 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 6 BEARING CURB STEP SECTION -TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN 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 U) W PROJECT NO: I- 2021.006635 z - _ 0 DRAWN: JAR w -- ---- _ 0 CHKD', IA_ MJP O a O JS ♦♦♦♦ -� IN LAAI/. �,�LU �� Q �•.��GENS�.9 .,� U No 85166 U) * •; * (A Do*iSigned by; -' �•�. Z CT�3F4671DACDEF415..TEOF Q is UI) 05-18-2021 O Z REVISIONS: Q No. Description Date - - W U) - W - I- ILLI -- Q z ST=2. O 0 CMU MFTAL CONNECTOR FNGINEERING