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)ocuSign Envelope ID: FA6DE565-0407-444B-8583-1FAED5804EC2 I I FEI 1 t — 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/ 6 ° - - - - - ° (2) ROWS OF 316" DIA. TAPCONS � D / D D ° D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. % -- EXISTING FOUNDATION. D ° ° 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 w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEF 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 --d --. - a - (MAX 20" a d DEEP) pVA�ATVA ° d —4 a d / Q ° 4„ 4" EXTENSION UNDER BRICK VENEER r12" 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 - ° - - - - --- - 4 - a - - — \\/r\ a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION ' "^"SUS BAR AS AP AS SHOWN LVIV I IIVUV VJ I.iV IVl.if�L I L FOOTING, SEE PLAN ) DEGREE TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB � i Y - W \\ \ \ \ ¢ o tCC Q O VAPOR BARRIER �\ �io #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. FOOTING TO BEAR ON FIRM —�\ / /r�\ / #D N BIRICK ONAL 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. rik_ (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > U-BLOCK W/ U) (1)#4OR#5 Q U) CONT w w U) o w 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 #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. 3 M" CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. d ad VARIES PER 36" MAX ARCH PLANS 4" CONCRETE SLAB W/ o a 6x6 W1.4 x W1.4 WWF OR FIBER MESH 12" MIN a d ° \ VAPOR BARRIER G TO BEAR U) - ° ° ° ° ° ° ° ° °d ° #4 OR #5/\\//\ \ /\�/� a ' �/ UND SIFOOTNURBED SOILON FIRM O 9 ° • ° REINFORCING PER \ /•, O Q r ° ° ° ° MONOLITHIC FOOTING ° ° d SECTION 6" OPT. EXTENSION b ° d ° IN BRICK LOCATIONS - - ° ° FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT MIN!12' //\\//\\//\\//\\//\\//\\//\\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT \�7-77\ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A' FTG DETAIL FOR THE "1" • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH eD o SEE NOTES (MAX 16") v 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" p, E _ o O rr_ 7 D ALL OTHER EXTERIOR WALL N U %\\o D CLADDING - MIN 8", U.N.O. ON ARCH ~ O O VAPOR BARRIER j D VAVVVA/VA/� ZPEX \ A o q I 12" MIN \AA//AA�co A CD FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK U) FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL co UNDER 1 STORY WALL w/ LLJ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 LLI BAR IN BRICK LEDGE Z 16" UNDER 2 STORY WALL w/ (D (2) #5 OR (3) #4 CONTINUOUS z LU 1 MONOLITHIC FOOTING SECTIONtrue design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" J 9000 REGENCY SQUARE BLVD. N • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY W SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z 904.821.5200 O PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 Q `-' (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 0� c FIBERMESH O 11HORION' 0 \ 0 �� / O 16" VAPOR BARRIER .J LL a= 3 BEARING WALL FOOTING SECTION Z m } � I 0 O CONCRETE SLAB W/ 6x6 -1 W1.4 x W1.4 WWF OR O FIBERMESH Z 0'-0" A.F.F. _ SEE ARCH V DETAILS LLJ d \° ° 8" MIN W CL \\ i\ r Q V ) 8"x8" THICKENED 8" X O W FTG AT Q < _ STEP-DOWN, EE VAPOR BARRIER PLAN m CURB STEP SECTION 0W LU 4 Z O U) -/ 0 Q O F 8" UNDER MASONRY WALL W O M CONCRETE SLAB W/ 6" UNDER WOOD WALL I Q 1.1.1 6x6 W1.4 x W1.4 WWF SEE ARCH 0 1 1 OR FIBERMESH VARIES ° U) U W (MAX 16") O W Q / C) W LL VAPOR BARRIER U) X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN 0 O 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0 BAR IN BRICK LEDGE = LU 16" UNDER 2 STORY WALL w/ () (2) #5 OR (3) #4 CONTINUOUS Z Abbott Park a 5 GARAGE EXT WALL CURB SECTIONw LL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0- LOT 009-01 W FOLLOWING OCCUR: Q _I • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY (1) PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 W PROJECT NO: CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR 2021.003461 z FIBERMESH (D 0'-0" A.F.F. SEE ARCH DRAWNLDG W --d - (MAX 20" a 0 DEEP) CHKD: LL MJ P O •a ° o 4" 4" EXTENSION to UNDER BRICK VENEER ♦♦`,��ti��w 12" UNDER 1 STORY WALL I ♦♦♦ S� �� W w/ (2) #4 OR (2) #5 CONT I VAPOR BARRIER `��♦ ,�••�C�E N C'9 J .• F •. U 16" UNDER 2 STORY WALL Y (A w/ (3) #4 OR (2) #5 CONT * ; `, * = U) -- 0 BEARING CURB STEP SECTION -° '`' ' �' Z 6 --- - 'y STATE OF : J ` Q*' ' <l/: i TYPICAL REINFORCING I t�NAi 000♦ 0 BARS AT THICKENED U) FOOTING, SEE PLAN 03-19-2021 z - MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH REVISIONS: Q OF SLAB, TYP ALL 0 RE-ENTRANT CORNERS No. Description Date HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W U) - - - W 2 ; W J Q U U) ST Z =2 ■ D 00 0 CMU/METAL CONNECTOR ENGINEERING