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7ocuSign Envelope ID: FC94054D-7E43-4269-B70C-400359B309DD 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/ p p - - - - - o -- --- ,I (2) ROWS OF 3/s' DIA. TAPCONS / D D p OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 9 D - EXISTING FOUNDATION. D p p D D \ \ p p 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 dill'":IsTel■ 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.- r p � � STING FOUNDATION 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 ° 4 A ° SEE ARCH - - - (MAX 20" ° DEEP) a 4„ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *-EARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -n--,- - -- --- e -- -a 4 ° 4 �, \ iC. VAPOR BARRIER *aEARING WALL FOOTING SECTION 12" 2- LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE L I __ L - - - - - CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, 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. of VAPOR BARRIER /\\_ o LO #4 OR #5 VERT REINFORCING �%/\�%/ UP TO 3 COURSES: 72" O.C. \/\ /\/\ 4 TO 5 COURSES: 48" O.C. > / /�\/ Z�/\. L FOOTING TO BEAR ON FIRM /�\ j \' \\/ #5IN ONAL BIRICK EDGE 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 C 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. Iih (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 v J (1) #4 OR #5 WF OR FIBERMESH > ti Q Q w CONT W • --- - - s J U) o: ` FINISH O GRADE LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. o o FOOTING TO BEAR ON FIRM /\ UNDISTURBED SOIL - ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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. CMU STEMWALL MONOLITHIC SLAB 3 %2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 -\I 4 CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE (1) #4 OR #5 CONT. MIN 24" LAP VARIES PER 36" MAX -° - - - -- - - - ARCH PLANS 4" CONCRETE SLAB W/ ° 4 6x6 W1.4 x W1.4 WWF - - - 0_._ ..__ _� - _,- - - - --"-° OR FIBER MESH \\/ j\\/j\// \ 2\MIN �� ° \\ ° ✓�'�/ VAPOR BARRIER U) - - - - - - - ° a ° ° ° ° $ #4 OR #5 \\/�\\//\ \ /\// /` 4" V/ FOOTUNDING TO B SOIL ON FIRM 0 � j 9 ° ° ° °° REINFORCING PER \/\\/\ \/, / \ Z ° o ° MONOLITHIC FOOTING Q ! ° ° SECTION 6" OPT. EXTENSION b M � • a ° . a 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 ° ° ° MIN12" ///�\/�\/////\ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) ° _ -A #4 OR (2) #5 CONT - - \\/\\/\\/\\/ \\/\\/\\/\\/\\\ \\,\\ MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH STEMWALL FOOTING TO EXTEND MIN 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 T-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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH b ° - v VAPOR BARRIER �\\' FOOTING TO BEAR ON FIRM UNDISTURBED SOIL SEE NOTES (MAX 16") v 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" Q, O N rp"A�w ALL OTHER EXTERIOR WALL O 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J +, BAR IN BRICK LEDGE LIL 16" UNDER 2 STORY WALL w/ u j (2) #5 OR (3) #4 CONTINUOUS J t S J � true design studios T NOLITHIC FOOTING SECTION z TACT FOR PRIOR TO CONSTRUCTION IF ANY OF THEOWING 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 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O O 4- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1 A WWF OR W cy cy FIBERMESH F- - - -° - - -A - - - g- - - -- B,R+HOMDN ` N ° ° a 4 L m W 16" ;\\\; \ VAPOR BARRIER Q C� U 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 if W1.4 x W1.4 WWF OR O FIBERMESH O -- - 0'-0" A.F.F. O SEE ARCH \ti „ 4 ° DETAILS LLO 4 i\ 8" MIN O r �J ^ ° J Z w 8"x8" THICKENED 8" t(D LL L FTG AT W STEP-DOWN, SEE VAPOR BARRIER Z PLAN W J Z W 4 CURB STEP SECTION m LLJ O w w 8" UNDER MASONRY WALL Z < G O 6"UNDER WOOD WALL (D Q CONCRETE SLAB �-�--{ _J Z W Q 6x6 W1.4 x W1.4 WWF I I W W OR FIBERMESH VARIES ° 0 Q SEE ARCH ° 4 (MAX 16") W UjLL Z Z VAPOR BARRIER \� j ° 4 �/\ \\'\\/\\//�\//�\//i\//\ 0 O \> < IY W 6" OPT. EXTENSION IN BRICK 0 (~ LOCATIONS ON FND PLAN IZ Z Of d 12" UNDER 1 STORY WALL w/ O I' (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U iy BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ ¢ W � J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION OJ -- - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 004-03 FOLLOWING OCCUR: -- - LU • 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 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. W PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.003498 O W1.4 x W1.4 WWF OR FIBERMESH Z - - - 0 0'-0" A.F.F. SEE ARCH U DRAWN: LDG o �-°-- - - - - -- (MAX 20" DEEP) CHKD: MJP \ --� ° ° CL EXTENSION x U UNDER BRICK VENEER Q ,,��;N LA►�,�,�� co 12" UNDER 1 STORY WALL �" ��'JSi(,•E ►\/ N w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : •.••�,� `S$' Z ' DwQ5igaed-by 3: 16" UNDER 2 STORY WALL I. w/ (3) #4 OR (2) #5 CONT Z - _ 0 BEARING CURB STEP SECTION O : 'S'YA � / 6 _- - O STATE OF : ��/ W U) Q ,� 5D 435... z 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 I - ,HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q _O 03-23-2021 p I- W U REVISIONS: Q No. Description Date - W (� Q O- -- - --- - - H ZO -- - -- Z = O U � W x W ST=2mD 11 CMU/METAL CONNECTOR ENGINEERING