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�ocuSign Envelope ID: FC1A8297-BD99-4D7E-BDDF-B7BADABCD430 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/ i o p D — p D-- o p--- - o (2) ROWS OF 316' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER p d FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION. D ° 4 � D I� 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 a — — a — — — — (MAX 20" ° 4 d DEEP) a d. 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION 4 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 4 ° a T 4 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 A 1'1 JLL �/1A1T1A11 1^US BAR AS AP AS SHOWN l.vry i nvvvvo .vlwl�� i � FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, ) DEGREE 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. co — — — — — — — Uj VAPOR BARRIER /j// UjI0 X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \�/� / \j/ D N•° L V FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR#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. (BEYOND) FLOATING CONCRETE - w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 w v W (1) #4 OR #5 WWF OR FIBERMESH > Q Q U) CONT w LU — — — -- J U) p cn FINISH O GRADE Ln � /Q \ \v \v #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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL �o CMU STEMWALL MONO LITHIC SLAB 1) #4 OR #5 CONT. 3'/z' CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 ( W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM 2 1 (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24' LAP MIN. 3" EDGE DISTANCE VARIES PER o — — — — — - 4" CONCRETE SLAB W/ a 36" MAX ARCH PLANS \ \ \\ \ \ 6x6 W1.4 x W1.4 WWF \ / STRIP OF WWF FROM F.F.E. TO _ _ _ °� ° OR FIBER MESH \/\\ \\ \/� X \\ BOTTOM OF FTG. WWF TO _ _ _ _ — _ — _ _ _ _ _ _ \ a ° VAPOR BARRIER EXISTING FOUNDATION FACE w/ — — `n — ° /\/\/ 12" MIN d �\ s o p D —D ° ° ° p ° s ° °° d ° . ° `° #4 OR #5 %!\ UNDISTURBED SOILON FIRM (2) ROWS OF /6' DIA. TAPCONS ° \\'�\\' \ /\/•, OR CUT NAILS @ 24" O.C. COVER � REINFORCING PER p o Z ° a 4° MONOLITHIC FOOTING \' FLUSH W/ 3000pS1 CONCRETE. c; ° d ° d SECTION 6" OPT. EXTENSION b ° EXISTING FOUNDATION v~ ° °. ° ° ° IN BRICK LOCATIONS FOOTING TO BEAR ON FIRM ON FND PLAN °° ° d° ° 4- UNDISTURBED SOIL 1 12" UNDER 1 STORY WALL W/ (2) ° d° ADDITIONAL NO. 4 OR NO. 5 —#4 OR (2) #5 CONT d KL E \ \ \ \ \ \ \ BAR IN BRIC EDG d ° MIN�12" 16" UNDER 2 STORY WALL W/ (3) \/\/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ // 11 8" CMU WALL OVERHANGS 2.5" OR LESS %�%%%%%�%�/ %%%\/%�/�/'\ \ /\ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH \\/\\/\\/\\/\\/\\\ i\�/\\�� 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 LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, DEPTH EXCEEDS 28". LOCATE AND TIE INTO STEMWALL FOOTING 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 3'-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 411 EMBED INTO EXISTING BOND BEAM. TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a2 0 CD ALL OTHER EXTERIOR WALL O cy CLADDING - MIN 8", U.N.O. ON ARCH O>>/x;'/x >//x C%4 A p 0 U? X, VAPOR BARRIER PEX \//\\ �\\\// ° \i 12" MIN \\\\\\\\\\� m FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN IL N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ Ld (2) #5 OR (3) #4 CONTINUOUS J tds J -6 true clesi si studios N 1 -MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY m PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O 0 O , CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH a Q) °c / °\\ Ng LU 16" VAPOR BARRIER <(I Cy +� Q W 3 BEARING WALL FOOTING SECTION C) z w (D w CONCRETE SLAB W/ 6x6 fY W1.4 x W1.4 WWF OR c:) FIBERMESH O 0'-0" A.F.F. 0 SEE ARCH I ' DETAILS r' o � /\^, 8" MIN VJ a 8"x8" THICKENED 8" w W FTG AT U) n/ STEP-DOWN, SEE VAPOR BARRIER � � z 1L..W�` PLAN 4 CURB -STEP SECTION W O 0 m w W Q w Q O 8" UNDER MASONRY WALL Z (D > 0 Q CONCRETE SLAB W/ f l 6" UNDER WOOD WALL Z W C)6x6 W1.4 x W1.4 WWF I I ---- - --- -- w OR FIBERMESH VARIES ° Q J SEE ARCH Q Q W 2 _� (MAX 16") W I�- VAPOR BARRIER da - O n/ X ILL LL L.L 12" MIN,`/\\/\\/\\/\\�\� Z p Z O / \ / LU 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN d Z O 12- ADDITIONAL NO. 4 OR NO. 5 C) LL BAR IN BRICK LEDGE Q — Q W ABBOTT PARKY Q 5 GARAGE EXT �ALL CURB SECTION CONTACT FOR PRIOO CONSTRUCTION IF ANY OF THE Q LOT 021-02 Q FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. U) O PROJECT NO w CONCRETE SLAB W/ 6x6 J 2021.006627 Q W1.4 x W1.4 WWF OR 0 �- FIBERMESH Z -- DRAWN: 0 0'-0" A.F.F. SEE ARCH U KME o a (MAX 20" W \\\ 4 d a° a d DEEP) CHKD: x MJP a d / 4" EXTENSION UNDER BRICK VENEER ��;N LA W �� 12" UNDER 1 STORY WALL �� •'• C E N • .'Q �� O W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'�,� SF •.. �� Z 16" UNDER 2 STORY WALL Z : * No $5166 * Q W/ (3) #4 OR (2) #5 CONT > = /---D*uSigned by: � 0 BEARING CURB_ STEP SECTION �•�.,. T.ATE O DF EF�JSC44J 6 2 .�. Q ��i, FS . 0 R P Gam` % Z Z f.,5/pNALE��.` :? 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 U) �1111111111101 % Q O 05-18-2021 p H W U REVISIONS: Q No. Description Date w W Cn J Q 0 Z Z = O 0 Q w x ST=2mD 0- CMUIMETAL CONNECTOR ENGINEERING