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DocuSign Envelope ID: 5053F29C-8B9D-49A9-95BD-E5A5314E3C81 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 (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER p ° FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION. I � ° D \ n ° 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 ° ��— —z — — — „ 0 4 DEEP) //\ O d 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL I VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 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, GROUT BOTTOM 3 COURSES d OF EXISTING CMU WALL FOR _ LENGTH OF OVERHANG. FILL - TO BOTTOM OF WINDOW SILL CMU STEMWALL MONO LITHIC SLAB WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" - INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 STRIP OF WWF FROM F.F.E. TO — _ _ _� _ <_ OR FIBER ESHF BOTTOM OF FTG. WWF TO cn -----------d— -------^---• EXISTING FOUNDATION FACE w/ ° — h� D D D D ° D D w Z co 0 °< d ° $, ° °d 3 / (2) ROWS OF /6 DIA. TAPCONS x #4 OR #5 REINFORCING PER OR CUT NAILS @ 24" O.C. COVER ° O Z4 d ° ° ° ° ° FLUSH w/ 3000psi CONCRETE. „ i U M ° MONOLITHIC FOOTING • d < d SECTION EXISTING FOUNDATION ° • ° ° ` ° ° FOOTING TO BEAR ON FIRM \\ ° d ° _ UNDISTURBED SOIL ° \ • d • d °° d° • MIN 112" \ ° ° N//\\/\\//\\ 8 CMU WALL OVERHANGS 2.5 OR LESS •STEMWALL FOOTING TOEXTEND MIN \j\�\j�\j\�%��j/\\/\j�\\�\�/ 12" BELOW MONOLITHIC FOOTING / / / / NOTES: \j�\\i�\\��\� /' /' • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE REINFORCEMENT IN LAST AND TIE INTO STEMWALL FOOTING REINFORCEMENT AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESHA /,-- 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. QQ O VAPOR BARRIER �\\ LJ � o LO 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 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 ¢ v J (1) #4 OR #5 WWF OR FIBERMESH > Q Q rn CONT y F W — — � U) R 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 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 TSTEMW ALL 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'/z" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. d a VAPOR BARRIER FOOTING TO BEAR ON FIRM ° • / UNDISTURBED SOIL b I 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 - l �I /�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-0" 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")U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" rn AM O U --- --o N > ALL OTHER EXTERIOR WALL 0i \\\\\\\\\\\\ \\\\\ o o D CLADDING - MIN 8", U.N.O. ON ARCH O O /../j/,//, /i /i\/� ///\ VAPOR BARRIER APEX o 12MN//// N rJ 00 FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK �— FIRM UNDISTURBEDSOIL 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 BAR IN BRICK LEDGE LL g 16" UNDER 2 STORY WALL w/ L 1 (2) #5 OR (3) #4 CONTINUOUS Jtds Q J true design studios (D(D 1 MONOLITHIC FOOTING SECTION _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: U) • 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 T-0" VERTICALLY O PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O � CONCRETE SLAB w/ 6x6 ` (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH ---°-- — 9 — °— ° --- a — — 014HOMN" _j 120 16" VAPOR BARRIER Q 0 U) 3 BEARING WALL FOOTING SECTION U z W (D W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH 0 signed and sealed by Justin M Lanier, 0'-0" A.F.F. O PE on the date and/or time stamp ° CF) shown using a digital signature. SEE ARCH Printed copies of this document are ° d DETAILS not considered signed and sealed \ , °— � ---° � >Mand the signature must be verified by a 3rd Party Certificate Authority 8" MIN n any electronic copy O W I z LLI 8"x8" THICKENED 8" W FTG AT U) n/ STEP-DOWN, SEE VAPOR BARRIER W LL.LL PLAN z z Lu 4 CURB STEP SECTION m Uj _O W W W QW 8" UNDER MASONRY WALL Z_ < O 6" UNDER WOOD WALL z Uj Q Q CONCRETE SLAB W/ Z Uj 6x6 W1.4 x W1.4 WWF W LLI W 0 OR FIBERMESH VARIES��A SEE ARCH Q J � �d(MAX 16") W W/ f� I..L \/\ LLLL \/\ d � X 12" MIN \\/\\/\\/\\/\Z /\\\/\\\\/\\\\\ Q Z VAPOR BARRIER Q 6" OPT. EXTENSION IN BRICK 0 N LOCATIONS ON FND PLAN IZ z 12" UNDER 1 STORY WALL w/ O a_ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ ¢ W (2) #5 OR (3) #4 CONTINUOUS J Abbott Park Q 5 GARAGE EXT WALL CURB SECTION__— O CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LL LOT 033-02 0 FOLLOWING OCCUR: - LLJ — • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" b Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY (D PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: LLI CONCRETE SLAB W/ 6x6 O 2021.011079 0 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: O 0'-0" A.F.F. _ SEE ARCH U JAR 801 --d—a — — — — (MAX 20" W O ° d d — — — DEEP) CHID ° U ° d MJP W W d J 4" EXTENSION UNDER BRICK VENEER Q ��,�IN 1 L�q v,,�� U % 12" UNDER 1 STORY WALL } �%��G E•N •h�� z W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : • �SF••,. _ 0 No 85166 16" UNDER 2 STORY WALL W Q w/ (3) #4 OR (2) #5 CONT j = * Docu;S'gned by: •• * - LL 6 BEARING CURB STEP SECTION AP W 3f'46FfDF435.. i I I 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 —_ ------------ RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q _O 09-16-2021 elf � W U REVISIONS: U Q No. Description Date U) Q O O z 2 0 U W x W ST=2mD d CMU/METAL CONNECTOR ENGINEERING