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'♦I ?ocuSign Envelope ID: B403F602-5BE34C26-8ECA-153BOD7D413C 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 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. ° -- ° p .� D D ° D D EXISTING FOUNDATION. D ° ° D I n -- 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 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 FLUSH w/ 3000psi CONCRETE. D D D D EXISTING FOUNDATION 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 ° - - - (MAX 20" 4 ° ° ° ° - DEEP) EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL cBEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \/\\/�\/�\/\\j/\\//\° ° ° ° ° a �\\;\\/�\ N \/\\ 4 ° 4 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L-- CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TYPICAL STEP IN FOOTING DETAIL 8" CMU CHAIR BLOCK W/ (1) #5 ----\ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE U) - ---- of - OU UZ Rr i@ ° --, - 4 . LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL NO LITHIC SLAB MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - i - - _ OR FIBER MESH #4 OR #5 REINFORCING PER ° ° ° MONOLITHIC FOOTING ° ° SECTION FOOTING TO BEAR ON FIRM ° a° UNDISTURBED SOIL ° °° MIN 112"4_A . STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB co VAPOR BARRIER \ � o L' #4 OR #5 VERT REINFORCING - \ /\\ UP TO 3 COURSES: 72" O.C.\\� 4 TO 5 COURSES: 48" O.C. IN 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #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. 0'-0" A.F.F. Ak (BEYOND) FLOATING CONCRETE _w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > e .y Q ¢ w CONT uJ uJ U) � FINISH GRADE c) r K7-7 #4 OR #5 VERT REINFORCING - \ 1 UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / n 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. CONT. 3'/2' CONCRETE SLAB W/ 6x6 (1) #4 OR #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 ° 4 a //\\//\ ' 12" MIN �/ ° '\ VAPOR BARRIER / / FOOTING TO BEAR ON FIRM � I / 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) 1#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE.. IT IS ACCEPTABLE TO SUBSTITUTE THIS., HIS "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 T-O" 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 W1.4 x W1.4 WWF OR FIBERMESH SEE NOTES (MAX 16") v 0 STUCCO OR DIRECTLY ADHERED Ci STONE CLADDING FINISH - MIN 6" > a D n ALL OTHER EXTERIOR WALL N O \ \ \ \T�/T\T o CLADDING - MIN 8", U.N.O. ON ARCH ,\ \ \ \ \ \ _ O O cy VAPOR BARRIER \%\\ /\ N O A\\ 1?" MIN\\/\\/\\/\\/\\/ LO APE 00 N O N FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK O FIRM UNDISTURBED cu LOCATIONS ON FND PLAN SOIL 12" UNDER 1 STORY WALL wl �(Vv (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M � BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUStds J .Q 1 MONOLITHIC FOOTING SECTION true design studios °) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 07 Z� • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O_ O � CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR CA FIBERMESH W N ° / 16" VAPOR BARRIER LU zz Qcl 0 U 3 BEARING WALL FOOTING SECTION 0 z W CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR W FIBERMESH w 0'-0" A.F.F. O a 4 SEE ARCH O ` a \° DETAILS a? 8" MIN LO zU)8"x8" THICKENED 8" W FTG AT STEP-DOWN, EE VAPOR BARRIER (L%j Q PLAN Wz LL r CURB STEP SECT -ION Z W 4 N_ m o cn 8" UNDER MASONRY WALL w W Z oCONCRETE SLAB W/ 6" UNDER WOOD WALL _ 0 Q Q 6x6 W1.4 x W1A WWF OR FIBERMESH VARIES ° W W W j SEE ARCH W - -- - - - ° (MAX 16") --- o --4 4,° W W o /� X 12" MIN./\/\/\/\/\/ LL VAPOR BARRIER O Z \\ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN W 12" UNDER 1 STORY WALL w/ IZ Z (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO.4 OR NO. 5 -- BAR IN BRICK LEDGE 0 0- 16" UNDER 2 STORY WALL w/ LL. (2) #5 OR (3) #4 CONTINUOUS Q W 0 Q Abbott Park 5 GARAGE EXT WALL CURB SECTION - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O 07 FOLLOWING OCCUR: Q LOT 016-01 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY V Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-O" HORIZONTALLYTO PREVENT EROSION OF SOIL. - 0 } U) CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR 0 0 FIBERMESH 2O21.003454 LL 0'-0" A F F O Q --- MAX 20CH = DRAWN: - - 4 ° 7-DEEP) U LDG O \\\�\\ j/\ K 4, w MJP w 4" EXTENSION a J - UNDER BRICK VENEER a U (n 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `,�� JS�G E N S� ,9 �•,�� Z 16" UNDER 2 STORY WALL 0 • Qmi1t;S1dl #4 OR (2) #5 CONT W 9 * �y'� Z .. 6 BEARING CURB STEP SECTION _ o O • Al`� O F :• �/ ` y W ••• �1,:' • �,� U) rn TYPICAL REINFORCING Z �'1.#ONA�- � BARS AT THICKENED U) FOOTING, SEE PLAN O 03-19-2021 MIN 24" LONG #4 OR #5 W BAR SET AT MID -DEPTH U REVISIONS: w OF SLAB, TYP ALL = RE-ENTRANT CORNERS (- Q No. Description Date W � --- ------ U I HOUSE SLAB 0 O - - - O Z RE-ENTRANT CORNER DETAIL U y O (RECOMMENDED) � PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS X f;T=2D W a- Q rMIIIMPTAI rONNPrTOR FNrINFFRINC;