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DocuSign Envelope ID: 30814DOC-5684-4E90-9485-603907D32158 EXISTING EXTERIOR CMU I MIN. 3" EDGE DISTANCE I STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO - A EXISTING FOUNDATION FACE w/ p P - — — o — — (2) ROWS OF 316" DIA. TAPCONS D / D a D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. t D - EXISTING FOUNDATION. C AI D D I D \ I \ ° 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 DISTANCE I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/g' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D D ° t D ID D EXISTING FOUNDATION p I \D pD I I \ D \ e 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'-O" A.F.F. SEE ARCH (MAX 20" ° //\\ 4 ° --- - DEEP) / r\�\/\ a 4 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH xx VAPOR BARRIER 3 BEARING WALL FOOTING SECTION i A n xc nn•sriKii le-% BAR AS VQ _AP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN ) DEGREE TYPICAL STEP IN FOOTING DETAIL, 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN INTO MONOLITHIC THICKENED � o oU) UZ I — STEMWALL,/-&MONO LITHIC MIN 24" LAP — _ _ - — —<_ _ ,� •_ —4- <a . 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER ° MONOLITHIC FOOTING SECTION n n• 4 a° 4 ` • FOOTING TO BEAR ON FIRM . 4, . , ; — -- — —- a UNDISTURBED SOIL n..._ < ___ < 4 4' " MINI 12"\\\\\\\\\\ • //\//\�/\�/\�/\�/\�/\�//\r/\�/\�/ ' `— • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING •ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE I E R TIP, 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.SLA� BLOCK W/ (1) #4 OR #5 CONT. co ------- U) ¢ Q o VAPOR BARRIER \\L o X #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 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. (BEYOND) - - FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 w U (1) #4 OR #5 WWF OR FIBERMESH > Q Q CONT •'• wW UJ �. - A- U Of FINISH j\� O GRADE \/% #4 OR #5 VERT REINFORCING //� //� UP TO 3 COURSES: 72" O.C. j I \ \\L\\/ 4 TO 5 COURSES: 48' O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM N 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) 44 OR #5 CONT. 3VARIES PER 6" MAX ARCH PLANS \r 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH �2/—(1) MINIM #4 OR #5 90' BEND @ 48" O.C. VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ..\ ; b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE - 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 1'-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 W1.4 x W1 A WWF OR FIBERMESH - — --------- SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED M STONE CLADDING FINISH - MIN 6" CD16 ALL OTHER EXTERIOR WALL N O �OW \ /\\��i �\ \ o n D CLADDING -MIN 8", U.N.O. ON ARCH O VAPOR BARRIER APEX �O 12"MINX U O FOOTING TO BEAR ON ' FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK �- SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cc i (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE U_ 16" UNDER 2 STORY WALL w/ Cl (2) #5 OR (3) #4 CONTINUOUS J true design studios 1 MONOLITHIC FOOTINGSECTION- z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y :;:3 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. C • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 O CONCRETE SLAB w/ 6x6 cn (2) #4 OR (2) #5 CONTINUOUS w cy W1.4 x W1.4 WWF OR FIBERMESH ~ g 041HO90N (1)- U) ° a d Z3 \�\\ 4 ° m Lij / 16" VAPOR BARRIER Q Z W 3 BEARING WALL FOOTING SECTION Z a) w (D w CONCRETE SLAB W/ 6x6 w O W1.4 x W1.4 WWF OR FIBERMESH O 0'-0" A.F.F. SEE ARCH °- DETAILS r' e `-a� - LO 8" MIN C• V J 4 z W 8"x8" THICKENED 8" cn FTG AT U) LLI STEP-DOWN, SEE VAPOR BARRIER PLAN 4 CURB STEP SECTION m LU O Cn w �_- W w Q O 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL > Q Q CONCRETE SLAB W/ I z 6x6 W1.4 x W1.4 WWF w 0 - w OR FIBERMESH VARIES ° SEE ARCH Q --- - (MAX 16") LLI ti _ �//7/C�%\ � x\\ \\ \\ \ LL r- ° / 12" MIN./\/\/\/\/\� Z VAPOR BARRIER //\ ° 4 �/\ j\/i�//�//�// Z O r r 6 OPT. EXTENSION IN BRICK O �- LOCATIONS ON FND PLAN d Z 12" UNDER 1 STORY WALL w/ a (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 0 L. BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ `0 w (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE EXT WALL CURB_SECTION C-)F CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LOT 025-01OLLOWING OCCUR: I-_ • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z Z z FROM STRUCTURE STEEPER THAN 1'-O" VERTICALLY _ PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) PROJECT NO. w CONCRETE SLAB W/ 6x6 O 2021.006624 W1.4 x W1.4 WWF OR FIBERMESH Z oruawN - -- O 0'-0" A.F.F. _ SEE ARCH v KME o (MAX 20" LU _ °_ a DEEP) CHKD: MJP U) 4"w LU ° 4 ii 4" EXTENSION UNDER BRICK VENEER `��`S��N LqN� ��i,� W 12" UNDER STORY WALL } �� .•' 0 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m � C E N `S' 9 ��+ Z No 85166 �S 16" UNDER 2 STORY WALL LU z* •:• W/ (3) #4 OR (2) #5 CONT ' Do*uSign•d by: Q BEARING CURB STEP SECTION O %�� CTxf'E"" OF i C6) O ••, 3F4671DACDEF446..:(/ '�` C� z ,�'�� S�Q N AL E'C.ol 'S TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE I I I MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I II L I---————————- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) O_ 05-18-2021 0 w U_ REVISIONS: U_ - IL Q No. Description -Date w J O —I - — O Z Z = O U � w I— x W T=2mD Q CMU/METAL CONNECTOR ENGINEERING