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DocuSign Envelope ID: AA010146-D199-4BBB-A59B-84ED05CCE60C EXISTING EXTERIOR CMU I MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/s' DIA. TAPCONS / o OR CUT NAILS @ 24" O.C. COVER D FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. D c pl D D \ \ a 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 MIN. 3" EDC 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. COVEI FLUSH w/ 3000psi CONCRETE. STING FOUNDATION D D 8" CMU WALL OVERHANGS 2.511 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 �- -a -° - - (MAX 20" 16° 4 ° a ° DEEP) 4" 4" EXTENSION UNDER BRICK VENEER F12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° \/\\ CV 4 ° d VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L CONTINUOUS CONCRETE FOOTING, SEE PLAN c N LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH - - •I • a . • e , <a . #4 OR #5 • < < . . e REINFORCING PER ° MONOLITHIC FOOTING SECTION `e ° . • FOOTING TO BEAR ON FIRM °. UNDISTURBED SOIL . a' . MIN 112" //\//\//\//\//�\// \-• STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL 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. w r / U >/\\\// //\\ I Q Q o VAPOR BARRIER LU � o LO X /\\ a i\// #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C.\�/��// N /%\ j p• n L a %/\\% 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 SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > - U-BLOCK W/ J (1)#4OR#5 W CONT Lu Lu o � 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 OR #5 IN BRICK LEDGE E 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 C 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. 3'/i' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90' BEND @ 48" O.C. °a VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION ' IN BRICK LOCATIONS - b ON FND PLAN 12" UNDER 1 STORY WALL W/ ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE it 16" UNDER 2 STORY WALL W/ ( I#4 OR (2) #5 CONT 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 W1.4 x W1.4 WWF OR FIBERMESH Ab \o VAPOR BARRIER \�/\ \ SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED vi STONE CLADDING FINISH - MIN 6" rn Cp ALL OTHER EXTERIOR WALL �' LLO CLADDING - MIN 8", U.N.O. ON ARCH ti / APEX W FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK U) FIRM UNDISTURBED LOCATIONS ON FIND PLAN SOIL m 12" UNDER 1 STORY WALL w/ W W (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE Z 16" UNDER 2 STORY WALL w/ CD (2) #5 OR (3) #4 CONTINUOUS Z W tds 1 MONOLITHIC FOOTING SECTION Q true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: l0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" _j 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY W SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z 904.821.5200 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O H CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH O rORIHOMN' o R VAPOR BARRIER i LL Q a) 3 BEARING WALL FOOTING SECTION Z r C� O CONCRETE SLAB W/ 6x6 J W1.4 x W1.4 WWF OR O FIBERMESH Z This item has been electronically = signed and sealed by Justin M Lanier, 0'-0" A.F.F. PE on the date and/or time stamp SEE ARCH U shown using a digital signature. ° a \a DETAILS W Printed copies of this document are F- not considered signed and sealed / nd the signature must be verified 8" MIN W Wby a 3rd Party Certificate Authority py n any electronic co Q U) 8"x8" THICKENED 8" O W FTG AT STEP-DOWN, SEE VAPOR BARRIER PLAN m CURB STEP SECTION � W4 - z o_ U) 8" UNDER MASONRY WALL OLU 0 m o > CONCRETE SLAB W/ i i 6" UNDER WOOD WALL Z Q 6x6 W1.4 x W1.4 WWF I W _ - OR FIBERMESH VARIES = a U) J W SEE ARCH -- ° a- ° (MAX 16") 0 I ' I .4 I ' ' W MIN\\/\\/\\/\\/\� U W VAPOR BARRIER d X 6" OPT. EXTENSION IN BRICK i- LOCATIONS ON FND PLAN U' O ZO 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO.4 OR NO. 5 Z 0 --- BAR IN BRICK LEDGE = LLI 16" UNDER 2 STORY WALL w/ U (2) #5 OR (3) #4 CONTINUOUS Z Abbot Park Ix a 5 GARAGE EXT WALL CURB SECTION ___ _ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE a- LOT 004-04-1 C W FOLLOWING OCCUR: Q J • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 PROJECT NO, < W1.4 x W1.4 WWF OR 2021.014964 z FIBERMESH _ U' I--- .___. a0'-0" A.F-.FSEE ARCH D-RAW-N- : MRB �(MAX 20" W d DEEP) CHKD: \/ JAC O \\ \\/\\ k ° / - -- / 4" EXTENSION L UNDER BRICK VENEER U) 12" UNDER 1 STORY WALL ,.%�S�C�N BAN/F ��, J W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER :�� .•�� G E N s�,9 ��' Q U 16" UNDER 2 STORY WALL ��i��ed tiy: U) w/ (3) #4 OR (2) #5 CONT * ;, . ; * U) BEARING CURB STEP SECTION �-° ' r.lp? Z 6 - qq�-�EE pp Q`;••�T3F4871DPCR16�3J.. Q TYPICAL REINFORCING SS,ONA' r � BARS AT THICKENED W12/29/2021 O FOOTING, SEE PLAN Z I I I MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH REVISIONS: < OF SLAB, TYP ALL _- RE-ENTRANT CORNERS No. Description Date o HOUSE SLAB -- - J Q RE-ENTRANT CORNER DETAIL U) (RECOMMENDED) Z PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ST=2mD Q CMU/METAL CONNECTOR ENGINEERING