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DocuSign Envelope ID: 36F18693-F185-48FC-BA20-05B28AEDBD00 <br />CONCRETE SLAB W/ 6x6 <br />W1.4 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/ <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D ..n <br />A <br />D D <br />D -- EXISTING FOUNDATION. <br />D ° <br />° D <br />D \ ° <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" EDC <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/6' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVET <br />FLUSH w/ 3000psi CONCRETE. <br />- <br />- � D <br />D n <br />D ° <br />� D <br />D C--EXISTING FOUNDATION <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 />° 4 DEEP) <br />\ <br />/j\/j\\/\\/\\° a-4 -- <br />/ 4u <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />6 BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />° q <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />L <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />-NO.5 BAR BEND 90 DEGREE <br />TYPICAL STEP IN FOOTING DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. <br />- - - - - - - Lu <br />v) <br />Q O <br />\/\\ w w LO <br />VAPOR BARRIER //\// I LJ o <br />#4 OR #5 VERT REINFORCING \\//\// <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />\/ <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 />C2) 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 uJ U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1 A of v (n (1) #4 OR #5 <br />WWF OR FIBERMESH > -- Q ¢ CONT <br />uJ w uJ <br />L - = � FINISH <br />\/\/`7�'\ O GRADE <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. I \ \\ \\ <br />4 TO 5 COURSES: 48" O.r. <br />-o <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <br />VERT REINFORCEMENT TO - 4" OPT BRICK LEDGE <br />HAVE 6" BEND @ 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 />T_STE LL 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 />CMU STEMWALL MONO LITHIC SLAB 3'/z' CONCRETE SLAB W/ 6x6 <br />8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />36" MAX VARIES PER - - - - - a -° c - <br />ARCH PLANS \ <br />4" CONCRETE SLAB W/ ° q <br />6x6 W1.4 x W1.4 WWF <br />- - - - - °. OR FIBER MESH l\T\\ \\ \/\\ ��� <br />12" MIN \; ° ° ° '\ VAPOR BARRIER <br />U) FOOTNG TO BEAR 0O o a ° ° ° #4 OR #5 //% \ //\/// �` �' / UND SITURBED SOILON FIRM <br />p o7 REINFORCING PER \\\' <br />vz ° ° ° 4 ° MONOLITHIC FOOTING <br />° SECTION 6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />° ° ° ° FOOTING TO BEAR ON FIRM ON FND PLAN <br />° ° 44 ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />#4 OR (2) #5 CONT <br />\ \ \ ADDITIONAL NO. OR NO. 5 <br />° ° °" 1 MIN112" //\//\//\//\\\\ BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />#4 OR (2) #5 CONT <br />MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />• STEMWALL FOOTING TO EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING *. <br />NOTE . IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />LOCATE AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />REINFORCEMENT IN LAST REINFORCEMENT <br />STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />- ° ------ <br />\ o <br />VAPOR BARRIER <br />Z\\ T. <br />ALL OTHER EXTERIOR WALL OAM'\ <br />CLADDING - MIN 8", U.N.O. ON ARCH O 0 <br />� APES ° <br />\ 12" 'MINX (V00 <br />U <br />0Cy) a� <br />FOOTING TO BEAR ON / <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK � <br />SOIL LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ cr <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J , <br />BAR IN BRICK LEDGE IL <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS J tds li <br />true design studios a) <br />MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />O <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS WVI A x W1.4 WWF OR W <br />FIBERMESH ? 01H <br />6 <br />\/-\�f\\\j4/vAPOR <br />OMON <br />Jt rCal <br />LUJ <br />16" BARRIER Q <br />U) <br />3 BEARING WALL FOOTING SECTION Z <br />W <br />O <br />W <br />CONCRETE SLAB W/ 6x6 <br />This item has been electronically <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH C) signed and sealed by Justin M Lanier, <br />0'-0" A.F.F. O PE on the date and/or time stamp <br />c O shown using a digital signature. <br />_ SEE ARCH i Printed copies of this document are <br />9 ° DETAILS ~ not considered signed and sealed <br />q -a>Mby <br />nd the signature must be verified <br />a 3rd Party Certificate Authority <br />8" MIN O n any electronic copy I w <br />V, <br />z W <br />8"x8" THICKENED 8" W <br />LL <br />FTG AT W <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN (1) Z W <br />4 CURB STEP SECTION 000 Uj O U) <br />X <br />W Q <br />_ W < O <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Q Q <br />6x6 W1.4 x W1.4 WWF _ W W <br />OR FIBERMESH VARIES SEE ARCH 0 Q W 2 <br />(MAX 16") W W <br />o X <br />\\/\\/x LL U_c - <br />�,/ 12" MIN,/\/\/\/\/\/ Z <br />O Z <br />VAPOR BARRIER \//� ° q ///i// O <br />6 OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN 0Z <br />Of <br />12" UNDER 1 STORY WALL w/ O d <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U W <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 GARAGE EXT WALL CURB SECTION _ -- <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q - LOT 011-04-1 B <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (!J <br />O PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 1 2021.012602 � <br />W1.4 x W1.4 WWF ORILL <br />FIBERMESH Z <br />0'-0" A.F.F. SEE ARCH = DRAWN: CD <br />° - - a - - Q a - DEEP0" U O <br />° q ) CHKD: ° W <br />MJP <br />Q Q <br />4" EXTENSION U <br />UNDER BRICK VENEER (IN Lq i (� <br />. • NS F '�. <br />12" UNDER 1 STORY WALL } ••' C,•E N • '•.'9 �� O <br />w/ (2) #4 OR (2) #5 CONT <br />: VAPOR BARRIER m �� • : �,� Z <br />16" UNDER 2 STORY WALL W * : No 85166 * Q <br />W/ (3) #4 OR (2) #5 CONT Z DocuSlpned by: <br />�,.-.r��.. C <br />6 BEARING CURB STEP SECTION W O d6EDAGEF435,:��` <br />Q S G �� <br />Z �i' SRO E��`` > <br />TYPICAL REINFORCING <br />I BARS AT THICKENED <br />FOOTING, SEE PLAN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />HOUSE S <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />SEE NOTES (MAX 16") U <br />STUCCO OR DIRECTLY ADHERED vi <br />STONE CLADDING FINISH - MIN 6" o, <br />0 <br />N <br />"41111NA%`` <br />_p 11-01-2021 <br />H W <br />U REVISIONS: <br />-- H <br />Q No. Description Date W <br />U J <br />a <br />O - I- <br />Z Z <br />U � <br />W <br />I- <br />X <br />W ST=2mD <br />CMU/METAL CONNECTOR ENGINEERING <br />