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- )ocuSign Envelope ID: 936C32D4-E265-4FOA-B8BD-0127630741AA EXISTING EXTERIOR CMU I� p - L MIN. 3" EDGE DISTANCE r STRIP OF WWF FROM F.F.E. TO - �v MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ Fl ° p ° D - -D (2) ROWS OF 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER p ° FLUSH w/ 3000psi CONCRETE. % EXISTING FOUNDATION. D � °I o I ° 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 I WHERE NEEDED MIN. 3" EDGE DISTANT, ° STRIP OF WWF FROM F.F.E. TO -- BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ ° - - - - - - (2) ROWS OF 3/" 6DIA. TAPCONS D OR CUT NAILS @ 24" O.C. COVER p o FLUSH w/ 3000psi CONCRETE. i ° EXISTING FOUNDATION D � p D D \ 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" a a d j\\ \\ /\" d - Q //\/�\\�\\/\\ DEEP) a d 4 a ° 4" EXTENSION UNDER BRICK VENEER 1 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION in CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d - 4 d 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 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 24" 7' INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH cn J - -d- U) o d ° ° $ , °d ° #4 OR #5 =O U) ° ° ° REINFORCING PER U Q d ° ° MONOLITHIC FOOTING R of ° ° ° ° d SECTION ° FOOTING TO BEAR ON FIRM d° ° UNDISTURBED SOIL d ° d //�\//\\//\\//\\//�%\\//\\�/ %\'/\�/\\'/" `- • STEMWALL FOOTING TO EXTEND MIN BELOW A *ADDITIONAL #4 OR #5 VERTICAL TO LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION 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. /\ _ U) O U VAPOR BARRIER -- //\// W w LUIp #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 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT OPT BRICK LEDGE N 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 Q U J (1) #4 OR #5 WWF OR FIBERMESH > Q Q cn CONT Lu . s ~ w FINISH O GRADE \��\\ \\ \\ \\ \\ �\ j�\\ w • F \/\\\ \\ X x \\\ A//`\/�\\i\\\/�-/\� < #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 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. (1) #4 OR #5 CONT: 36" MAX VARIES PER �- ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL W(2)I ADDITIONAL NO.4 OR NO. 5 �#4 OR (2) #5 CONT BAR IN BRICK LEDGE L 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE* IT IS ACCEPTABLE TO SUBSTITUTE THIS "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 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, U p \ \ \ \ \ \ 1 ALL OTHER EXTERIOR WALL `N Ocy CLADDING - MIN 8", U.N.O. ON ARCH O p 04 APE�0 VAPOR BARRIER `// ° \\ \\ \\ \\ \\ \\ \ 12" MIN \AAAA//A� � � xxxxxx%\\\\ O x FOOTING TO BEAR ON \ FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J a, BAR IN BRICK LEDGE IL 16" UNDER 2 STORY WALL w/ Ld (2) #5 OR (3) #4 CONTINUOUS tds J Q trup design studios � 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'-O" VERTICALLY O PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O O .,- co CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W _ FIBERMESH - -- a ~ • NN Cn -- • :3 m �a` 'tg`=``\ a 16" VAPOR BARRIER Q e d 3 BEARING WALL FOOTING SECTION U z w 0 w CONCRETE SLAB W/ 6x6 0Y W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O _ SEE ARCH 0) a a \ \ Q d DETAILS LO r- >= 8" MIN O V J 8"x8" THICKENED 8" (1) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W PLAN U Z W 4 CURB STEP SECTION m LU 0 Cn - 11 1 W Q W Q 0 8" UNDER MASONRY WALL ! Z F__ -- V > Q CONCRETE SLAB W/ i 6" UNDER WOOD WALL Z M 6x6 W1.4 x W1.4 WWF - _- w W 0 OR FIBERMESH ° W VARIES � � SEE ARCH 0 p � � 2 - �- - - n- , 1 (MAX 16") dot 0 / W X 12" M I N OVA/AA/VA/VA/V� Z VAPOR BARRIER 6" OPT. EXTENSION IN BRICK 0 W 1 LOCATIONS ON FND PLAN a Z UNDER 1 STORY WALL w/ 1 0 O a. t5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL JI BAR IN BRICK LEDGE - UNDER 2 STORY WALL w/ Q w r5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE EX_T WALL CURB SECTION O U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LLI LOT 023-01 0 FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 < • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) PROJECT NO w CONCRETE SLAB W/ 6x6 O 2021.006622 0 W1.4 x W1.4 WWF OR 0 LL FIBERMESH Z DRAWN: O 0'-0"A.F.F. SEEARCH a:KME 810 U d W (MAX 20" O ° a ° � DEEP) � CHKD: \/\/\ a _ Q a ° x MJP a \\\a a 4" w J EXTENSION UNDER BRICK VENEER ��,�(1N 1 BAN �,�� U) 12" UNDER 1 STORY WALL } ��5' (,•E N ' /F'4 �� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .•'� SF•••• �� Z 16" UNDER 2 STORY WALL * NO 85166 * Q wl / (3) #4 OR (2) #5 CONT Z _ DO Signed by: M 6 BEARING CURB STEP SECTION w TDAFa3S�IJJ ��'SS�O z N AL E'S 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 O_ 05-17-2021 p H W U REVISIONS: LIJ Q No. Description Date ~ W U) J O I- O Z 2 O 0 U w x W ST=2mD d CMU/METAL CONNECTOR ENGINEERING _/ /\\ \ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM //� / #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT OPT BRICK LEDGE N 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 Q U J (1) #4 OR #5 WWF OR FIBERMESH > Q Q cn CONT Lu . s ~ w FINISH O GRADE \��\\ \\ \\ \\ \\ �\ j�\\ w • F \/\\\ \\ X x \\\ A//`\/�\\i\\\/�-/\� < #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 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. (1) #4 OR #5 CONT: 36" MAX VARIES PER �- ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL W(2)I ADDITIONAL NO.4 OR NO. 5 �#4 OR (2) #5 CONT BAR IN BRICK LEDGE L 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE* IT IS ACCEPTABLE TO SUBSTITUTE THIS "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 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, U p \ \ \ \ \ \ 1 ALL OTHER EXTERIOR WALL `N Ocy CLADDING - MIN 8", U.N.O. ON ARCH O p 04 APE�0 VAPOR BARRIER `// ° \\ \\ \\ \\ \\ \\ \ 12" MIN \AAAA//A� � � xxxxxx%\\\\ O x FOOTING TO BEAR ON \ FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J a, BAR IN BRICK LEDGE IL 16" UNDER 2 STORY WALL w/ Ld (2) #5 OR (3) #4 CONTINUOUS tds J Q trup design studios � 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'-O" VERTICALLY O PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O O .,- co CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W _ FIBERMESH - -- a ~ • NN Cn -- • :3 m �a` 'tg`=``\ a 16" VAPOR BARRIER Q e d 3 BEARING WALL FOOTING SECTION U z w 0 w CONCRETE SLAB W/ 6x6 0Y W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O _ SEE ARCH 0) a a \ \ Q d DETAILS LO r- >= 8" MIN O V J 8"x8" THICKENED 8" (1) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W PLAN U Z W 4 CURB STEP SECTION m LU 0 Cn - 11 1 W Q W Q 0 8" UNDER MASONRY WALL ! Z F__ -- V > Q CONCRETE SLAB W/ i 6" UNDER WOOD WALL Z M 6x6 W1.4 x W1.4 WWF - _- w W 0 OR FIBERMESH ° W VARIES � � SEE ARCH 0 p � � 2 - �- - - n- , 1 (MAX 16") dot 0 / W X 12" M I N OVA/AA/VA/VA/V� Z VAPOR BARRIER 6" OPT. EXTENSION IN BRICK 0 W 1 LOCATIONS ON FND PLAN a Z UNDER 1 STORY WALL w/ 1 0 O a. t5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL JI BAR IN BRICK LEDGE - UNDER 2 STORY WALL w/ Q w r5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE EX_T WALL CURB SECTION O U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LLI LOT 023-01 0 FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 < • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) PROJECT NO w CONCRETE SLAB W/ 6x6 O 2021.006622 0 W1.4 x W1.4 WWF OR 0 LL FIBERMESH Z DRAWN: O 0'-0"A.F.F. SEEARCH a:KME 810 U d W (MAX 20" O ° a ° � DEEP) � CHKD: \/\/\ a _ Q a ° x MJP a \\\a a 4" w J EXTENSION UNDER BRICK VENEER ��,�(1N 1 BAN �,�� U) 12" UNDER 1 STORY WALL } ��5' (,•E N ' /F'4 �� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .•'� SF•••• �� Z 16" UNDER 2 STORY WALL * NO 85166 * Q wl / (3) #4 OR (2) #5 CONT Z _ DO Signed by: M 6 BEARING CURB STEP SECTION w TDAFa3S�IJJ ��'SS�O z N AL E'S 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 O_ 05-17-2021 p H W U REVISIONS: LIJ Q No. Description Date ~ W U) J O I- O Z 2 O 0 U w x W ST=2mD d CMU/METAL CONNECTOR ENGINEERING