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)ocuSign Envelope ID: A4009781-616C-4779-89D3-82670B892C17 <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDC <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. COVEF <br />FLUSH w/ 3000psi CONCRETE. <br />° <br />D <br />° EXISTING FOUNDATION. <br />D � <br />el D <br />1> \ \ 4 <br />I A - <br />• D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL iVi <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE <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/fi' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER c ° ° <br />FLUSH w/ 3000psi CONCRETE. <br />° EXISTING FOUNDATION <br />D \ A <br />n <br />G - <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 />�y 0' _0" A.F.F. SEE ARCH <br />a Y <br />-- - e - - - (MAX 20" <br />° q DEEP) <br />°-4 - - --- <br />\//\ a ° 4" <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 />4. <br />16" <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />US BAR AS <br />AP AS SHOWN <br />)DEGREE <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <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 h I A I BLOCK W/ (1) #4 OR #5 CONT. <br />Q <br />Q O <br />- <br />VAPOR BARRIER --- /\\ j <br />� <br />o LO <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />D � ° <br />\\X.11/\\ \\;-\�- 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 w U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 Q v J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q ¢ CONT <br />• y lJJ W Lu <br />- -- - -- • , U) FINISH <br />O GRADE <br />j�\ <br />#4 OR #5 VERT REINFORCING \\ I <br />UP TO 3 COURSES: 72' O.C. <br />4 TO 5 COURSES: 48" O.C. / <br />� D <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,TEMW <br />ALLCURB SECTION <br />SPECIALCARE 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'/2" CONCRETE SLAB W/ 6x6 <br />- (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />8" CMU CHAIR BLOCK W/ (1) #5 <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'VARIES PER <br />36" MAX--,\ \ \ \ \ <br />4" CONCRETE SLAB W/ ARCH PLANS ° a <br />6x6 W1.4 x W1.4 WWF /\\/ <br />- �- OR FIBER MESH /\\ \/\/\� %j a � \ <br />\/\\/\\/\ \ 12" MINe VAPOR BARRIER <br />Lu z0^° ° , °- $� / / FOOTING TO BEAR ON FIRM <br />- .� ° °° �/ ° #4 OR #5 /\\�/\\�/� //?// / I �' / UNDISTURBED SOIL <br />O a , ° REINFORCING PER <br />6 ¢ ° ° MONOLITHIC FOOTING <br />v� ° ° SECTION 6" O. EXTENSION b <br />�°e' 4 IN BRICK LOCATIONS <br />a ° ° FOOTING TO BEAR ON FIRM ON FND PLAN <br />° a ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT <br />° °" °° MIN112" /////////\\ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) <br />a ° ° ° ° ° ° /\\r� <br />T - ° #4 0R (2) #S CONT <br />MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />STEMWALL FOOTING TO EXTEND MIN <br />TIN 12" BELOW MONOLITHIC FOOTING *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 VERTICAL 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 />CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />D STONE CLADDING FINISH - MIN 6" a, <br />o O <br />\ \ \ \ \ \ ALL OTHER EXTERIOR WALL `y <br />7- CLADDING - MIN 8", U.N.O. ON ARCH <br />VAPOR BARRIER /\\/� Z <br />\/ o , 2" MIN \\/\\,\\,\\/\\,\; W PEX <br />FOOTING TO BEAR ON / 6 <br />" OPT. EXTENSION IN BRICK <br />� <br />(t3 <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN <br />m <br />SOIL <br />w <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 <br />W <br />1` <br />BAR IN BRICK LEDGE <br />Z <br />16" UNDER 2 STORY WALL w/ <br />(D <br />tds <br />(2) #5 OR (3) #4 CONTINUOUS <br />Z <br />W <br />MONOLITHIC SECTION <br />true design studios <br />_FOOTING <br />1 <br />p <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />w <br />FOLLOWING OCCUR: <br />O <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />9000 REGENCY SQUARE BLVD. <br />N� <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />LL <br />SUITE 100, JACKSONVILLE, FL 32211 <br />C� <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />Z <br />O <br />904.821.5200 <br />co <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />a <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />Q <br />w <br />`"• <br />Cb <br />C: <br />FIBERMESH <br />a <br />° 4 <br />0 <br />U <br />11HOMN' <br />(D <br />:3 <br />0 <br />/ VAPOR BARRIER � <br />16" <br />eZ .� <br />3 BEARING WALL FOOTING SECTION Z <br />O <br />O <br />CONCRETE SLAB W/ 6x6 J <br />W1 A x W1.4 WWF OR O <br />FIBERMESH Z <br />0' _0" A.F.F. _ <br />L - ° SEE ARCH W <br />a 4 \° DETAILS <br />\ ;\i 8" MIN W <br />U) <br />_ <br />8"x8" THICKENED 8" Q w <br />FTG AT C0 <br />STEP-DOWN, SEE VAPOR BARRIER �'�/ <br />PLAN co Fm z I..L� <br />CURB STEP SECTION �LLI CIO")O w <br />Z_ C/) <br />0 Q O <br />LNDERMASONRY WALL LiJ OCONCRETE SLAB W/ NDER WOOD WALL Z > <br />6x6 W1.4 x W1.4 WWF W <br />OR FIBERMESH VARIES = ° D J W SEE ARCH <br />��---- ° c•- a - �Lo a (MAX 16") _O w <br />W Q <br />12" MIN/\//\//\//\//\/ L� ./ \/ ° \/ <br />VAPOR BARRIER <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN O Z <br />12" UNDER 1 STORY WALL w/ "1 O <br />(2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 Z <br />BAR IN BRICK LEDGE _ w <br />16" UNDER 2 STORY WALL w/ <br />z(2) #5 OR (3) #4 CONTINUOUS W <br />Abbott Park <br />C)GARAGE EXT WALL CURB SECTION _ <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE CL LOT 013-03 w <br />FOLLOWING OCCUR: Q -1 <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY U) <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 <br />W <br />PROJECT NO: I" <br />CONCRETE SLAB W/ 6x6 -\\ < <br />W1.4 x W1.4 WWF OR 2021.006634 z <br />FIBERMESH _ -_ 0 <br />0'-0" A.F.F. SEE ARCH DRAWN: JAR W <br />- - - - - (MAX 20" <br />- -- - <br />4 a 4 ° ` - a a ° DEEP) CHKD: MJP LL <br />a •° O <br />4" EXTENSION <br />UNDER BRICK VENEER ', (q <br />12" UNDER 1 STORY WALL `�.``�SN• qN��,j� <br />w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER � �.•�� E N S�.'9• ��/ Q <br />U <br />16" UNDER 2 STORY WALL NO 85166 U) <br />w/ (3) #4 OR (2) #5 CONT * : Do uSi ned b •• * U) <br />6 BEARING CURB STEP SECTION „ . �= Z <br />- - -- �� F�71D�C�E.F43•9.1,�� <br />S • • � �% � <br />I ' <br />/-BkRSATTHICKENED <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 SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />O N A` '-' ON <br />i <br />05-18-2021 <br />U <br />Z <br />REVISIONS: <br />No. Description Date <br />- - -- <br />W <br />(n <br />- <br />W <br />W <br />a <br />ST <br />O <br />z <br />■ O <br />CMU/METAL CONNECTOR ENGINEERING <br />