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DocuSign Envelope ID: 2E671803-6B42-4619-8D62-07520608B598 EXISTING EXTERIOR CMU ---\\ r . 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 OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. I D D ° EXISTING FOUNDATION. D ° °I D D \ ° 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 WINDOW SILL I WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - - BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. f EXISTING FOUNDATION D ° °I D D \ G 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 °--4- --- (MAX 20" DEEP) //X//j / 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL CBEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH '4 4 /, \ 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE A, 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" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH wz -4- - -� p. #4 OR #5 Z • ° REINFORCING PER UO 4 ° • MONOLITHIC FOOTING i✓� ° • 4 4 • ° SECTION _. ° °• e FOOTING TO BEAR ON FIRM TJL 4 4. UNDISTURBED SOIL - �• a y 4 ° °� 4 -- //\//\//\//\//\//\//\// //\//\//\\//` ' �-• 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 h _ BLOCK W/ (1) #4 OR #5 CONT. .-- - - - - -- = LU Q o VAPOR BARRIER ��x\\ Lu o #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / •D O / FOOTING TO BEAR ON FIRM\\// /�\ \'/\ #5 NI ONAL BIRICK LEDGE UNDISTURBED SOIL _ 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM 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. - - U (BEYOND) FLOATING CONCRETE w_ U-BLOCK W/ SLAB W/ 6x6 W1 AxW1.4 � > \ Q ¢ (1) #4 OR #5 CONT WWF OR FIBERMESH it FINISH - - O GRADE 71 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE HAVE 6" BEND @ 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 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 \x 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. ° 4 4 4 VAPOR BARRIER FOOTING TO BEAR ON FIRM • j UNDISTURBED SOIL b 12 "UNDER 1 STORY WALL W/ ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ 1#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-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") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" rn E ~ ALL OTHER EXTERIOR WALL N 1 0 CLADDING - MIN 8", U.N.O. ON ARCH � \\ \\ � 0 VAPOR BARRIER �// \ \ \ \ \ \ \ Z APE \/ D I\ 12" M I N �/\/\/\/\/\/ N FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK U) FIRM UNDISTURBED LOCATIONS ON FND PLAN m SOIL 12" UNDER 1 STORY WALL w/ W (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Z (2) #5 OR (3) #4 CONTINUOUS z W 1 tds V OLITHIC FOOTING SECTION ____ Q true design studios �ACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE �WING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. N FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. 904.821.5200 p nnnirrocTE SLAB w/ 6x6 ~ J1.4 WWF OR =SH a N o 04HOH090N, � ?y VAPOR BARRIER 0 LL Q 3 BEARING WALL FOOTING SECTION Z 0 CONCRETE SLAB W/ 6x6 O W1.4 x W1.4 WWF OR J FIBERMESH Z This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, SEE ARCH PE on the date and/or time stamp ° DETAILS U shown using a digital signature. ° 4 \° W Printed copies of this document are I- not considered signed and sealed x nd the signature must be verified 8" MIN W �y a 3rd Party Certificate Authority Qn any electronic copy 8"x8" THICKENED 8" � W FTG AT W STEP-DOWN, SEE VAPOR BARRIER '� W PLAN CURB STEP SECTION o = z W 4 z O CD 3: a - 8" UNDER MASONRY WALL 0 W CONCRETE SLAB W/ 6" UNDER WOOD WALL 2 O 6x6 W1.4 x W1.4 WWF Q > Q OR FIBERMESH Z W VARIES SEE ARCH ? 1 W - 4 - 4 - � - - - ° (MAX 16") �I o W W Q a 4 _ \\\/\/\ F- 00 LLI LL LL VAPOR BARRIER \// ° 4 Q 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN Ur e- Z 12" UNDER 1 STORY WALL w/ Q (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O 0 BAR IN BRICK LEDGE Z W 16" UNDER 2 STORY WALL w/ = F- (2) #5 OR (3) #4 CONTINUOUS U Z � Abbott Park a 5 GARAGE EXT WALL CURB SECTION x CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W LL FOLLOWING OCCUR: Q LOT 031-02 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" J • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY U G7 PER T-0" HORIZONTALL rTO PREVENT EROSION OF SOIL. 0 W CONCRETE SLAB W/ 6x6 PROJECT NO: W1.4 x W1.4 WWF OR 2021.011083 z FIBERMESH U, 0'-0" A.F.F. SEE ARCH DRAWN: -- - - (MAX 20" KAS W 4 ° 41 ° 4 DEEP) - - a - - CHKD: LL MJ P p / a •4 4 0 o 4" EXTENSION UNDER BRICK VENEER u7 `,111/11111I�� W 12" U�NDER�1 STORY WALL W w!' (2) #4 OR (2) #5 CONT VAPOR BARRIER �� J5. ••••.. �F,9 �i J 16" UNDER 2 STORY WALL w! (3) #4 OR (2) #5 CONT _ * �1oMgi5ked by. BEARING CURB STEP SECTION ' -o 'f=a:.; �~ �. z TAT E O F ' �J 3F4671 D/�CQE .. S 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 I�------------ HOUSE SLAB '�i,--�S'O N Ai � 0" 09-17-2021 O Z REVISIONS: No. Description Date U) W W Q RE-ENTRANT CORNER DETAIL cUn (RECOMMENDED) 0 PLAN VIEW, DETAIL TYPICAL @ ALL Z RE-ENTRANT CORNERS ST=2mD O 0 CMUIMETAL CONNECTOR ENGINEERING