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EXISTING EXTERIOR CMU IJI MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO -- MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ ° p ° - - - - p ° D (2) ROWS OF 316' DIA. TAPCONS - / D D D ° OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. II H D ° EXISTING FOUNDATION. I � \ D \ ° • 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" EDGE DISTANCE 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. COVER D ° FLUSH w/ 3000psi CONCRETE. D ° EXISTING FOUNDATION D ° p � D D \ 1 ° -- • 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 ° �- e - - - - (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER 12" 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 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 L CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALLJkMONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 2 INTO MONOLITHIC THICKENED EDGE \ I MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF ° • OR FIBER MESH LU - - - - - - - - - ° Q U)0 d a s ° •i e BQ •d ° #4OR#5 S r ° REINFORCING PER Q d MONOLITHIC FOOTING SECTION a • ° • ° FOOTING TO BEAR ON FIRM ° ° UNDISTURBED SOIL a d < ° dM102°• // \�j��\'�\\'/' 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 TOP OF SLAB .�, Y LU Q Q o / VAPOR BARRIER �\\ � U o LO X < #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C./z 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. 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 FIND 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. Ah (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > s • s O #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. e � ° L o e 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 T_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. U-BLOCK W/ J (1)#4OR#5 U) CONT w U) FINISH O GRADE (1) #4 OR #5 CONT: 36" MAX VARIES PER ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FIND 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. - - - - - 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) #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 V-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") U W1.4 x W1.4 WWF OR d FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" p, O e o e o +J ALL OTHER EXTERIOR WALL O \\ \\ \\ \\ \\ \\ e p o CLADDING - MIN 8", U.N.O. ON ARCH O U 0 VAPOR BARRIER \�\\ \\\\\\\/\ A P E - \/ 0 12 MINX /\/\/\/\/\/ N U /X\>/% FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FIND PLAN N 12" UNDER 1 STORY WALL w/ (� i (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL_ 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS .J td s �,i J � true design studies > 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • 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 1'4' 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 In 11HOMON -�� - Q \\�,�\ J a m Lij 16" VAPOR BARRIER Q Ci U 3 BEARING WALL FOOTING SECTION Z W O W CONCRETE SLAB W/ 6x6 X W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O SEE ARCH �-- � DETAILS ~ 8" MIN ) V �^ Z W 8"x8" THICKENED 8" U) W LL FTG AT W / STEP-DOWN. SEE VAPOR BARRIER (Z or_ PLAN 4 CURB STEP SECTION m LU O W W Q w Q O r I 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ I--�- -I 6" UNDER WOOD WALL Z Q A 6x6 W1.4 x W1.4 WWF W OR FIBERMESH VARIES ° SEE ARCH Q '�t 2 ° (MAX 16") W Uj oIq Wx \\/\\/\\/\ LL 12" MIN,/\/\/\/\/\/ Z /\\ ° d �% \\\/\///�\�//\\\ O This item has been electronically O VAPOR BARRIER \/\ i- signed and sealed by Justin M Lanier, Q PE on the date and/or time stamp W shown using a digital signature. LLI 6' OPT. EXTENSION IN BRICK 0 Printed copies of this document are (- LOCATIONS ON FIND PLAN d not considered signed and sealed Z and the signature must be verified 12" UNDER 1 STORY WALL w/ O by a 3rd Party Certificate Authority (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 V on any electronic copy U- BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ 0 W (2) #5 OR (3) #4 CONTINUOUS J � Abbott Park Q 5 GARAGE EXT WALL CURB SECTION U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 051-03-1A 0 FOLLOWING OCCUR: � • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY CD PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. U) O PROJECT NO: W CONCRETE SLAB W/ 6x6 J 2022.009271 W1.4 x W1.4 WWF OR O LL_ FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH U yy _._0 (MAX 20" O °--a ---- u7 \ \ ° a e� ° ° DEEP) CHKD: CD U) ° a W tr W / a • d 4" W J 4" EXTENSION X ,,`��111tt1Il��, UNDER BRICK VENEER Q N% SIN LqS N �, 12" UNDER 1 STORY WALL } ��, ,,•• �G•E N• 9 �� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 00 Z �' �•'• Z 0 No 85166 16" UNDER 2 STORY WALL W * * = Q W/ (3) #4 OR (2) #5 CONT j * = Q > ��'. STATE OF 6 BEARING CURB STEP SECTION O % o '• Z_ z ��''•S��NAt�•`` 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 HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS � //itlll Q _O 09-23-2022 p F- W v REVISIONS: Uj Q No. Description Date W � J O H Z Z = O 0 0 W F- x aW ST=2mD CMUIMETAL CONNECTOR ENGINEERING¢