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DocuSign Envelope ID: C2803EAD-E1B9-4C48-9F23-DE59B7B7BABD <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 —& <br />° <br />o I EXISTING FOUNDATION. <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 WINDOWSILL <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/ I > ° p ° o_ D D o p -A D <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. f <br />EXISTING FOUNDATION <br />D \ ° <br />p <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 />/\\/ ° 1 _ a d DEEP) <br />\\\1i�/i�//�// ✓/, 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 />° d ° <br />In <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />I Am - """Il I"" I' BAR AS <br />_AP AS SHOWN <br />I.�VIYIIIVVVVV VVIVVI\LIL <br />FOOTING, SEE PLAN <br />) DEGREE <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 />MONO LITHIC SLAB <br />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />— —a OR FIBER MESH <br />#4 OR #5 <br />° • d REINFORCING PER <br />° MONOLITHIC FOOTING <br />° d SECTION <br />a ° ° FOOTING TO BEAR ON FIRM <br />-4-a 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 />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT <br />— <br />— — — <br />— — — � <br />U) <br />Q <br />0 <br />°� <br />O z <br />d ° <br />Q <br />d <br />e d° � <br />Qom/ <br />a a a <br />4 <br />-a <br />d ° <br />a ° d� <br />MIN112" % <br />a ° <br />d <br />/\\°a / <br />LOCATE VERTICAL <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1 A x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB o <br />BLOCK W/ (1) #4 OR #5 CONT. <br />�Iw <br />co <br />_ <br />W <br />O <br />W <br />Q <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 />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM / . //� <br />/ #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT <br />4" OPT BRICK LEDGE <br />NOTED ON FND PLAN <br />TO HAVE 6" BEND AT BOTTOM <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 />STEMWALL SECTION <br />2 <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY <br />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 W1.4xW1.4E v J (1} #4 OR #5 <br />WWF OR FIBERMESH > Q Q U) CONT <br />i' H LU Uj <br />n U) <br />FINISH <br />/\//\\ \/\/\ \ O \ \\DE <br />FT <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />7� o —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 />CfSTEMWALL 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 />(1) #4 OR #5 CONT. <br />36" MAX <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />ADDITIONAL_ NO. 4 OR NO. 5 <br />BAR IN BRICK LEDGE <br />S PER <br />PLANS <br />12" MIN <br />b <br />3%" CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />a • / UNDISTURBED SOIL <br />#4 OR (2) #5 CONT <br />16" UNDER 2 STORY WALL W/ <br />#4 OR (2) #5 CONT <br />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 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 />OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />VAPOR BARRIER - <br />SEE NOTES (MAX 16") v <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" > <br />ALL OTHER EXTERIOR WALL N <br />p o CLADDING - MIN 8", U.N.O. ON ARCH O <br />/\//\// 0 <br />12" M�\ IN/ \/\\/\\/\\T_ APEX <br />O 01 <br />FOOTING TO BEAR ON / 6" 0')OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN <br />SOIL <br />12" UNDER 1 STORY WALL w/ N <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 coBAR IN BRICK LEDGE J <br />16" UNDER 2 STORY WALL w/ U.. <br />(2) #5 OR (3) #4 CONTINUOUStdb <br />W <br />J <br />1 T <br />NOLITHIC FOOTING SECTION design TACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z <br />OWING OCCUR: Q <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U) <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />O <br />CONCRETE SLAB w/ 6x6 O <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR T_ <br />FIBERMESH Wyvoovvvvwvvvvvo�000�ovo�vwoovvv�evv�vvvovvwwv� <br />I-- <br />° <br />d d ° <br />d \\ .�\ 01HOMON'r/X/ <br />\\/ <br />> 11 ge <br />1"4%. <br />p"a ,, A <br />_j <br />I - 6-15", lb-'13 <br />16" VAPOR BARRIER W <br />0� <br />Q <br />0 <br />3 BEARING WALL FOOTING SECTION U) <br />U <br />Z <br />W <br />CONCRETE SLAB W/ 6x6 0 <br />W1.4 x W1.4 WWF OR W <br />FIBERMESH w <br />U-0" A.F.F. 0 <br />SEE ARCH O <br />DETAILS a? <br />8" MIN L0 <br />0 0 <br />d / <br />° <br />8"x8" THICKENED 8" Z Lj <br />FTG AT U) <br />STEP-DOWN, SEE VAPOR BARRIER W Fm <br />PLAN W <br />ZLL 7 <br />/� CURB STEP SECTION � <br />O W <br />cry <br />8" UNDER MASONRY WALL W <br />W <br />Z CONCRETE SLAB W/ 6" UNDER WOOD WALL O0 <br />6x6 W1.4 x W1.4 WWF Z / Q <br />OR FIBERMESH VARIES a W W <br />SEE ARCH <br />— — dQ d <br />T _ — d ° (MAX 16") LLI <br />O <br />12" MIN./ ILL L1 <br />Z L <br />VAPOR BARRIER < <br />t <br />6" OPT. EXTENSION IN BRICK < lzsIng <br />LOCATIONS ON FND PLAN0 and, <br />12" UNDER 1 STORY WALL w/ 0' . <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 <br />BAR IN BRICK LEDGE U <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS Q <br />Abbott Park <br />5 GARAGE EXT WALL CURB SECTION <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE -j <br />FOLLOWING OCCUR: Q LOT 032-03 <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — <br />CONCRETE SLAB W/ 6x6 O PROJECT NO: <br />W1.4 x W1.4 WWF OR -J 2021.009227 <br />FIBERMESH O <br />0' 0" A.F.F. MV SEE ARCH z DRAWN: <br />(MAX 20 U CD <br />LU <br />< � <br />• ° \ __4" W MJP <br />4" EXTENSION Q <br />UNDER BRICK VENEER X <br />12" UNDER 1 STORY WALL �N• �AN�F <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `�� J..G E N <br />16" UNDER 2 STORY WALL 0 NO 85166 <br />W/ (3) #4 OR (2) #5 CONT W * DocuSigned 6y: •Y <br />~.. <br />13 <br />BEARING CURB STEP SECTION <br />O . H iDAGQ GF435 ...• rJ i <br />Vi . <br />LU <br />'O• <br />'. <br />Q IG <br />'Z ,4rq /p N A` ti,%NN <br />vJ <br />O_ 07-29-2021 <br />H <br />U_ REVISIONS: <br />LL <br />Q No. Description Date <br />U) <br />0 <br />0 <br />Z <br />RE-ENTRANT CORNER DETAIL = <br />(RECOMMENDED) w <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS W ST=2D <br />CMUIMETAL CONNECTOR ENGINEERING <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 />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />— -- ------ <br />— — — — — — — — <br />HOUSE SLAB <br />