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Docus,gn Envelope ID 59E322ED-B805-4C40-9CBE-B6588D6B89B9 1 I I J�1 III 'I IIL I I l 11 1 1 ' L ! I III,I_ I F _! 11 11_ 1 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU TT MIN. 3" EDGE DISTANCE Ll STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO J� EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER p ° FLUSH w/ 3000psi CONCRETE. ° EXISTING FOUNDATION. � p ° I � D 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 WINDOWSILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO i BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ ° p ° — — — — — — — p —A () 2 ROWS OF 3/6 DIA. TAPCONS d OR CUT NAILS @ 24" O.C. COVER o FLUSH w/ 3000psi CONCRETE. D ° EXISTING FOUNDATION p ° 4 � D D \ I ° —A i p 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. LOCATE AND TIE INTO STEMW REINFORCEMENT IN LAST REIN STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ° — — — — — — (MAX 20" DEEP) EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *WARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I All uL /'�!'1AITIAl1 IOUS BAR AS " LAP AS SHOWN 90 DEGREE 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 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH ° #4 OR #5 ° ° REINFORCING PER MONOLITHIC FOOTING SECTION ° FOOTING TO BEAR ON FIRM 4,,° / UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE ALL FOOTING FORCEMENT 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. Y — — / �J fn W COLu Q O VAPOR BARRIER \\� LU UJ o to X #4 UPT O 3 COURSES:#5 VERT REINFORCING 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 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. U-0" A._F.F.—__ (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 WWF OR FIBERMESH > Q Q Cn CONT ti w LU FINISH O GRADE Lo \\ I - \/\\/\\/\\ #40R#5VERTREINFORCING --- ///////�/// ' UP TO 3 COURSES: 72" O.C. \ \\ \\\ 4 TO 5 COURSES: 48" O.C. —o FOOTING TO BEAR ON FIRM -- UNDISTURBED SOIL ADDITIONAL E OR G #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 M IN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2' 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 6 ' / UNDISTURBED SOIL b 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 "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 /�\/�\/'\/1\/1\/ o p \ o VAPOR BARRIER O 0*111\ U ALL OTHER EXTERIOR WALL O CY a" CLADDING - MIN 8", U.N.O. ON ARCH O 0 \/ � APES 12" MINX/\/\/\/\/\/ N 0 4 � FOOTING TO BEAR ON / FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ co (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J h, BAR IN BRICK LEDGE LL td CI 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS J true design studios a) 1 MONOLITHIC FOO__TING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 Cn (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH 11HOMON' a ° ` m a 4/ 16" VAPOR BARRIER Q 3 BEARING WALL FOOTING SECTION U z W O W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0'-0" P.F.F. � shown using a digital signature. ° SEE ARCH I Printed copies of this document are \° DETAILS not considered signed and sealed °>Mby nd the signature must be verified a r a 3rd Party Certificate Authority 8" MIN b n any electronic copy W 8"x8" THICKENED 8" — FTG AT U) W �/ STEP-DOWN, SEE VAPOR BARRIER W % Of PLAN Z ` LU `�UjO t) 4 CURB STEP SECTION m W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL I Z > Q Q 6x6 W1.4 x W1.4 WWF W LIJ 0 LLI OR FIBERMESH VARIES ° SEE ARCH 0 Q , . ' 2 — — — Uj ° — °- -- � ° (MAX 16") Lj Wy Ill- 4 O L.L X LL 12" M I N %\\/\\/\\/\\/\� Z zx\ ° X///VAj/VAj/VAA O VAPOR BARRIE< z R �// ° a /�, // / Of LU 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 OC BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q )GARAEXTWALL CURB SECTION _j 0 GE CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 035-02 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'-0" VERTICALLY _0 PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.011081 W1.4 x W1.4 WWF OR O W FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = KAS (MAX 20" C CD \< a ° a ° — ° ° DEEP) X cHKD. MJP U) 4„ W W 4" EXTENSION X ,yttltlil C) UNDER BRICK VENEER 12" UNDER 1 STORY WALL %' ��` ��'' • • • • � w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m •_,•y�G ENS SF.•.. �Z 16" UNDER 2 STORY WALL W _: NO 85166 Q * ; DocuSigned by: ', �' •• w/ (3) #4 OR (2) #5 CONT Z BEARING CURB STEP SECTION O =�•'• ACr�435 6 _- U) • '•�i z sS�DNA1-��%`�, TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN II 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 SEE NOTES (MAX 16") v STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" 6, 0 N cn tttttttt�� Q O_ 09-17-2021co p I— W U REVISIONS: LU -- No. Description Date W (n J U (U (A O I— O z = O C W F- x W ST=2mD D_ CMU/METAL CONNECTOR ENGINEERING