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)ocuSign Envelope ID: F282BDE9-B3A3-4C42-AAFB-342FED633458 • 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 FLUSH w/ 3000psi CONCRETE. D D D EXISTING FOUNDATION. I p e I 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 WINDOW SILL WHERE NEEDED MIN. 3" EDC STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE wl (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVET FLUSH w/ 3000psi CONCRETE. 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 ° ° e ° e DEEP) 4 " EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *-BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° 4 a 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 TOP OF FOOTING L CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 2 INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ I a/-6x6 W1.4 x W1.4 WWF - - - - - - -� - - - - -°- OR FIBER MESH U)O ° •I ° ° g ° °° #4OR#5 REINFORCING PER Z • • ° ° ° MONOLITHIC FOOTING SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL MINI 12" LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL • 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 t\ FIBERMESH 'V VAPOR BARRIER SEE NOTES (MAX 16") v 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, p ALL OTHER EXTERIOR WALL `li O CLADDING - MIN 8", U.N.O. ON ARCH O p � APES ° \/� 12' MIN \\/\\/\\/\\/\\/\� N U 00 %\//\\\ O N O CU FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN � N M 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J/00.�\ BAR IN BRICK LEDGE LIL 16" UNDER 2 STORY WALL w/ Ld tds (2) #5 OR (3) #4 CONTINUOUS J -6 z true design studios M_ ONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. CD • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 ui FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 W (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH ~ ® _ N N J r r m Amf W 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O 4 -ly SEE ARCH DETAILSlip 4 LO FLOATING CONCRETE --- w U-BLOCK W/ \, \ \ ,� 8" MIN SLAB W/ 6x6 W1.4xW1.4 PLUWJ (1) #4 OR #5 //U V J WWF OR FIBERMESH ¢ CONT \\ /, Z W ,- �� o 8"x8" THICKENED 8" w FINISH FTG AT VAPOR BARRIER LU LL O GRADE STEP-DOWN, SEE Z \/\/� \ \\ PLAN U ` W CURB STEP SECTION M w #4 OR #5 VERT REINFORCING /\\/\\/\\/\\/ \ Q UP TO 3 COURSES: 72" O.C. �" I \//\\//\\// /// / -- W 4 TO 5 COURSES: 48" O.C. \ p o ,`` 8" UNDER MASONRY WALL Z > O -- Q \\ L • -o 6" UNDER WOOD WALL `Z M W Q CONCRETE SLAB W/ W 6x6 W1.4 x W1.4 WWF ° W OR FIBERMESH VARIES SEE ARCH Q J FOOTING TO BEAR ON FIRM - - - - - - UNDISTURBED SOIL - ADDITIONAL #4 OR - - ° ° 4$ (MAX 16") IY W [ #5 IN BRICK LEDGE ° X /\\//\\//\\//�// //\//\//\/��/7^' O VERT REINFORCEMENT TO /\\/\\/\�\/\/ \ \ \�\/\/\/\/\/\ LL HAVE 6" BEND @BOTTOM - 4" OPT BRICK LEDGE \\/ \ ° �,/ 12" MIN\\/\\/\\/\\/\� Z NOTED ON FND PLAN \// a \//�/\\\//\\\ Z \\ ° 4\\\/�\//�\///\\ U O CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / LLJ 6" OPT. EXTENSION IN BRICK Q LOCATIONS ON FND PLAN a Z 7 STEMWALL CURB SECTION 12" UNDER 1 STORY WALL w/ O 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL LEDO. 4 E NO. 5 U LJL FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ 0 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS J MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS OfABBOTT PARK Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 _ 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION Q LOT 041-03 W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LIL FOLLOWING OCCUR: H • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CD PROJECT NO W CONCRETE SLAB W/ 6x6 O 2021.006630 0 LIL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z - -. - - 0'-0" A.F.F. SEE ARCH U DRAWN: KME Q (MAX 20" W CHKD: LO 3 YZ' CONCRETE SLAB W/ 6x6 \ a -° _ , DEEP) F- imp (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH x - MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \\% j\ o • ° T a Q 4" EXTENSION Xa U 36" MAX VARIES PER o - - - - - - - - - UNDER BRICK VENEER ¢ �%%%t11IN 1 Lq 111,,E W ARCH PLANS \ \ \ ; _ _ %% S� N/ �� / T \ \ /\\//�/ 12" UNDER 1 STORY WALL VAPOR BARRIER m ,�� •.••��G E Ns�...• i� Z \\/\\ \\ \/\\ �� / \ w/ (2) #4 OR (2) #5 CONT \/\ -- - � N o 8 5166 ,� /. ° VAPOR BARRIER 16" UNDER 2 STORY WALL = yt 12" MIN ° \ UNDISTURBED SOIL ON FIRM Z * :• DoeuSigned by: w/ (3) #4 OR (2) #5 CONT \\ �' BEARING CURB STEP SECTION O :� 3f'G67WACOf,435. = ' 6" OPT. EXTENSION - dO w . � . IN BRICK LOCATIONS b ��'< O R 10 P \�,�� Z ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) - Z ON A`��G ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT (A �'rrrr111>i10 BAR IN BRICK LEDGE TYPICAL REINFORCING w 16" UNDER 2 STORY WALL W! (3) BARS AT THICKENED Q 05-17-2021 Q I SEE PLAN #4 OR (2) #5 CONT FOOTING, F- W MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH MIN S LONG ID -E #5 ~ w 1 I U REVISIONS: BAR SET AT MID -DEPTH � - 1:OF SLAB, TYP ALL Q NO. Description Date ~ `NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" I RE-ENTRANT CORNERS J 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 I- - - - TWO CHOICES: - O O 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION HOUSE SLAB O Z OF SOIL. 2. USE STEMWALL FOOTING U Q RE-ENTRANT CORNER DETAIL W (RECOMMENDED) ~ PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS i1 CMU/METAL CONNECTOR ENGINEERING¢ 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. U) a) Q:¢ o VAPOR BARRIER /�\/�\\uJ W o "' #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //� / #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.