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)ocuSign Envelope ID: 56C6F90D-EE21-449C-BBC3-18512246B1A8 • 4 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/ (2) ROWS OF 316' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. � D D p D A — D EXISTING FOUNDATION. LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL ) DEGREE 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, 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/ STRIP OF WWF FROM F.F.E. TO - ° 6x FIBER MEISHVWVF BOTTOM OFFTG. WWF TO ---- ----�_ -�--°- �—°� —°—° ° p co ------ -- a----= — —°—, EXISTING FOUNDATION FACE— — — -� w z ° °. ° 10° ° ° ° `4 ° (2) ROWS OF 3/16' DIA. TAPCONS D/ D D D ° D D o o - ° a ° 9° #4 OR #5 OR CUT NAILS @ 24" O.C. COVER / D p O z e a ° ° a REINFORCING PER FLUSH w/ 3000psi CONCRETE. ¢ ° ° e ° ° MONOLITHIC FOOTING ° v� `� ° ° ° ' e SECTION 1 EXISTING FOUNDATION a ° — ° FOOTING TO BEAR ON FIRM °° UNDISTURBED SOIL 1 e° MIN 112" //\//\//\//\ 8 CMU WALL OVERHANGS 2.5 OR LESS /�\/\\//�\//�\ j\\ j\\//�\\�/ ��\\j�\\��\\// STEMWALL FOOTING TO EXTEND MIN NOTES: //\//\\\�\//. 12" BELOW MONOLITHIC FOOTING /\\\\��\,� • 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 VERTICAL AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST REINFORCEMENT EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL • 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 MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. O \/\ uJ �_ 0 VAPOR BARRIER - / U o ¢ / #4 OR #5 VERT REINFORCINGUP TO 3 4 TO 5 S. COURSES: 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 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) cn FLOATING CONCRETE w SLAB W/ 6x6 W1 AxW1.4 WWF OR FIBERMESH > j • s \ \\ #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. j 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ (1) #4 OR #5 Lo CONT w U) FINISH O GRADE 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 Cj �TEMWALL CURB SECTION . 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 WI A x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. \,\\\,\\�,\\y\\7 - VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 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) I#4 OR (2) #5 CONT 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS.. HIS "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 3'-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 cli STONE CLADDING FINISH - MIN 6" p, ALL OTHER EXTERIOR WALL O CLADDING - MIN 8", U.N.O. ON ARCH N Q VAPOR BARRIER \\//\\ ° ° \\�\\ O \/ 12" MIN \/\/\/\/\/\/ N p 00 Y, 151< PEX FOOTING TO BEAR ON 6" OPT.EXTENSION IN BRICK SOIL FIRM UNDISTURBED�- LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ N co2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE � 16" UNDER 2 STORY WALL w/ :2) #5 OR (3) #4 CONTINUOUS J 5; tds 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 true design studios j FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q 9000 REGENCY SQUARE BLVD. Qa FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY c: PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. SUITE 100, JACKSONVILLE, FL 32211 O O : CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS WI A x W1.4 WWF OR W FIBERMESHam cy F" U) .� ° e ° 0-HOMON LIJ 16" / VAPOR BARRIER Q 0 6200 LEE VISTA BLVD, STE 400 0 ORLANDO, FL 32822 - 3 BEARING WALL FOOTING SECTION U P: 407-850-5200 Q z aD W CONCRETE SLAB W/ 6x6 W Of W1.4 x W1.4 WWF OR FIBERMESH O O 0'-0" A.F.F. O SEE ARCH O a \p DETAILS 8" MIN ~ e O 8"x8" THICKENED 8" U) � W FTG AT U) LV STEP-DOWN, SEE VAPOR BARRIER Z M PLAN W Ui 1� n/ CURB STEP SECTION m Z LL! W- w 0 0 U) F_1" UNDER MASONRY WALL z 6 CONCRETE SLAB W/ " UNDER WOOD WALL 0 00 z � O 6x6 W1.4 x W1.4 WWF W N OR FIBERMESH VARIES e SEE ARCH < \ w '0 — — — as -- (MAX 16") 0 J LU ° qe /�/ xXN/// // J LLl _ \ \ \ \ \ \ Q 12" MIN. LL �, z LL W VAPOR BARRIER //� ° q �/ \ /�//�//�//j// \ Tom 6" OPT. EXTENSION IN BRICK X LOCATIONS ON FND PLAN a e- 12" UNDER 1 STORY WALL w/ z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 O BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS F- z 5 GARAGE EXT WALL CURB SECTION O Abbott Park CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ILL LL FOLLOWING OCCUR: Q LOT O1%-O2 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z U FROM STRUCTURE STEEPER THAN V-0" VERTICALLY — PER T-0" HORIZONTALL\(TO PREVENT EROSION OF SOIL. U) CONCRETE SLAB W/ 6x6 0 W W1.4 x WI A WWF OR PROJECT NO' Q FIBERMESH z 2021.006636 z 0'-0" A.F.F. SEE ARCH = ('D - a — — — — — — (MAX 20" U DRAWN: / a 4 4 ° a 4 e DEEP) W U) q - a a ---- - - JAR Ww ILL •e Q Io 4" EXTENSION X UNDER BRICK VENEER Q 12 UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT VAPOR BARRIER 0 ♦�%%`jJS1 LqN/�9 .# NSF•,•. J U.11 • G ', U No 85166 �_ U) BEARING CURB STEP SECTION 0 6 }- W z = : a „ 'tJ : r TYPICAL REINFORCIN BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR # ff BAR SET AT MID-DEPT OF SLAB, TYP ALL RE-ENTRANT CORNER 1 I� HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS . ?) T,4 T It O F ° 4 4 Q do,3F4671DA EF4$1� Q G O N A' 5 05-18-2021 Z H U ?� LL REVISIONS: S Q _ No. Description Date 0 } -- W (n z _ W Q w U x ~ W _ z <ST2,D CMU/METAL CONNECTOR ENGINEERING 0