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DocuSign Envelope ID: ED905BED-38D84C68-9DCA-6AAAE77CDBEC <br />CONCRETE SLAB W/ 6x6 <br />W1A x W1.4 WWF OR <br />FIBERMESH <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE, WWF TO <br />EXISTING FOUNDATION FACE w/ ° p ° -- - - D P - - C ° <br />(2) ROWS OF 3/g" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER D ° <br />FLUSH w/ 3000psi CONCRETE. 1 <br />° D EXISTING FOUNDATION. <br />° <br />I � <br />D \ <br />° <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR - <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE <br />'i <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO --- - <br />EXISTING FOUNDATION FACE w/ . ° p ° - - - - - --& ° D <br />(2) ROWS OF 3/6' DIA. TAPCONS ° o <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. f P <br />EXISTING FOUNDATION <br />° <br />ID �\ <br />• D <br />8" CMU WALL OVERHANGS 2.5" OR LESS <br />NOTES: <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, <br />CONTACT EOR. <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH <br />-,,- ° - - - (MAX 20" <br />A ° d d ° I DEEP) <br />- a - - <br />4" <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />*iiEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />d -- - <br />\4- 4 <br />16" <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <br />TOP OF FOOTING <br />L <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL, <br />8" CMU CHAIR BLOCK W/ (1) #5 -� <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />V)O <br />WF- <br />OUj <br />U? <br />LOCATE VERTICAL AND TIE INTO STEMWALL F <br />REINFORCEMENT IN LAST REINFORCEMENT <br />STEMWALL CELL <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />#4 OR #5 <br />REINFORCING PER <br />MONOLITHIC FOOTING <br />SECTION <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />• STEMWALL FOOTING TO EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE <br />LOCATED WITHIN TRANSITION ZONE <br />DOTING <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB ,h BLOCK W/ (1) #4 OR #5 CONT. <br />_ U) <br />s <br />LU <br />co <br />Q Q o <br />VAPOR BARRIER �� j\\/ � oLO <br />#4 OR #5 VERT REINFORCING\ <br />UP TO 3 COURSES: 72" O.C.//\\/ <br />4 TO 5 COURSES: 48" O.C./// <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM\/ . //� / #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />2 STEMWALL SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />0'-0" A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE 7 w <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > .., <br />P <br />_P <br />/ <br />U-BLOCK W/ <br />J <br />(1)#4OR#5 <br />(000NT <br />LU LU <br />0 � <br />FINISH <br />_ O <br />GRADE <br />#4 OR #5 VERT REINFORCING \\/ •, %/�\%/�\%\\%\\%// /�\\// <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />i � I <br />FOOTING TO BEAR ON FIRM /\ <br />UNDISTURBED SOIL ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE <br />NOTED ON FND PLAN <br />CAST -IN -PLACE FOOTING SPECS <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <br />T__STEMWALL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />3 Yz' CONCRETE SLAB W/ 6x6 <br />(1) #4 OR #5 <br />CONT. <br />W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM <br />24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />-° -- <br />- - - - <br />/\\/\\//\/� <br />12" MIN <br />° ° \ <br />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />1#4 OR (2) #5 CONT <br />1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />"NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28". <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN V-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />SEE NOTES (MAX 16") U <br />STUCCO OR DIRECTLY ADHERED M <br />STONE CLADDING FINISH - MIN 6" rn <br />0 <br />N <br />ALL OTHER EXTERIOR WALL <br />\\\\\\\\\\\\ CLADDING - MIN 8", U.N.O. ON ARCH <br />O <br />O04 <br />- <br />_O <br />\�\\ <br />PEX <br />0 <br />VAPOR BARRIER / °.\\ 12" MIN/\/\/\/\/\/ <br />N <br />co <br />U <br />0 <br />\ <br />O <br />CID <br />a <br />FOOTING TO BEAR ON \� 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN <br />N <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ <br />LL.s <br />LLj <br />tds <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />�i <br />N <br />z <br />true design studios <br />> <br />MONOLITHIC FOOTING SECTION <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />O <br />U) <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />U <br />9000 REGENCY SQUARE BLVD. <br />� <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />< <br />SUITE 100, JACKSONVILLE, FL 32211 <br />co <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />C) <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />T <br />W <br />� <br />FIBERMESH <br />11HOMON' <br />°---°---- ¢- --- °- --a-_- -- <br />° \ '�� \\ <br />' 1 <br />a) <br />a <br />16" VAPOR BARRIER Q +-• <br />U <br />3 BEARING WALL FOOTING SECTION Z <br />W <br />0 <br />W <br />CONCRETE SLAB W/ 6x6 X <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH O <br />0'-0" A.F.F. O <br />- ° SEE ARCH 0) <br />a a a \° DETAILS <br />LO <br />8" MIN O ^ <br />a <br />8"x8" THICKENED 8" U) W <br />FTG AT W <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN W z LU <br />4 <br />CURB STEP SECTION 00 Uj 0 U)- W- <br />W QW <br />8" UNDER MASONRY WALL Z Q 0 <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' ' t Q Q <br />6x6 W1.4 x W1.4 WWF - W W <br />W W <br />OR FIBERMESH VARIES ° 0 Q _J 2 <br />SEE ARCH <br />° - ° (MAX 16") W ULI <br />.~- <br />LL <br />/�/ P// // // / -� <br />12" MIN. \/\/\/\/\/ Z <br />jj 0 d This item has been electronically O <br />VAPOR BARRIER//. //�/ signed and sealed by Justin M Lanier <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN <br />Q <br />X <br />0 <br />a <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />LLI <br />(- <br />Z <br />12" UNDER 1 STORY WALL w/ O CL <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ca on any electronic Copy LIL. <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ Q W <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />5 GARAGEXT WALL CURB SECTION -E_U <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 052-o3-1A W <br />FOLLOWING OCCUR: -- - - <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY <br />PER 3'-0" HORIZONTALLITO PREVENT EROSION OF SOIL. U) <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 O 2022.009270 LL <br />W1.4 x W1.4 WWF OR O LL <br />FIBERMESH Z - - 0 <br />0'-0" A.F.F. SEE ARCH DRAWN: <br />U yy 810 <br />-4 - °- - - - - (MAX 20' LLI- <br />4 ° ° o DEEP) CHKD: <br />d <br />CD W <br />•° <br />4" EXTENSION X ,``111111111I�r�� <br />UNDER BRICK VENEER Q ♦♦�. JS�IN l.A/ j/�!�,U) <br />'7 , , 9 <br />12" UNDER 1 STORY WALL ,�� : •\,�G E NSA.•• �� C� <br />w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER Q : NO 65166 •• ; 0.Z <br />16" UNDER 2 STORY WALL W * ;• • <br />w/ (3) #4 OR (2) #5 CONT Z <br />:� STATE OF <br />6 BEARING CURB STEP SECTION O <br />W ��i F • •; , p P'• ��,� Ca <br />O R <br />Z .��ss'0 N A� �; .�`♦♦ <br />� I I <br />TYPICAL REINFORCING <br />BARS AT THICKENED <br />FOOTING, SEE PLAN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />�I OF SLAB, TYP ALL <br />I\ RE-ENTRANT CORNERS <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />/111111 <br />0 09-22-2022 p <br />N W <br />U REVISIONS: <br />LL N <br />< No. Description Date W <br />U J <br />U) <br />O H <br />J O <br />Z Z <br />= O <br />U <br />LU <br />W ST=2.D <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />