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UocuSign Lnvelope IU: U3Ubt3ttbt-dbU3-4EU9-9bb9-ldbUbFIA1491 <br />EXISTING EXTERIOR CMU --\ H <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 <br />(2) ROWS OF 316" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. 4 % <br />° EXISTING FOUNDATION. <br />D ° <br />°I p <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH I <br />—d — 4- — — — (MAX 20" <br />/\\/\\/\\ d ° a ` — — — DEEP) <br />a Q � a d. <br />/ a d 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 />Q a � <br />n <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />"" — "'T'"" "SUS BAR AS <br />_AP AS SHOWN <br />V VIV IIIYVVVV VVIYVI-1L <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL <br />) DEGREE <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB j. I A BLOCK W/ (1) #4 OR #5 CONT. <br />U) <br />7 1 <br />Q <br />a o <br />VAPOR BARRIER \ <br />LLJ <br />o <br />x <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM /\\\ \\%\\ ADDITIONAL #4 OR <br />///. / #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 />U-0" A. F. F. <br />(BEYOND) <br />FLOATING CONCRETE w U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q Q � CONT <br />w w cwn <br />J U o <br />FINISH <br />o GRADE <br />�//\\//\\ \ <br />#4 OR #5 VERT REINFORCING i\ <br />UP TO 3 COURSES: 72" O.C. \ \\ \\ <br />4 TO 5 COURSES: 48" O.C. p ° o <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <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 />(f�TEMWALL CURB SECTION <br />. 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 />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL �o CMU STEMWALL MONO LITHIC SLAB 3'/2" CONCRETE SLAB W/ 6x6 <br />WHERE NEEDED 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 />q INTO MONOLITHIC THICKENED EDGE MIN 24" LAP <br />MIN. 3" EDGE DISTANCE 9 VARIES PER — —4— — <br />36" MAX ARCH PLANS \ \ \\ \ \ <br />4" CONCRETE SLAB W/ a q d //\//X <br />STRIP OF WWF FROM F.F.E. TO OR FIBER MESH6x6 W1.4 x <br />VAPOR \/\/\ <br />BOTTOM OF FTG. WWF TO \ VAPOR BARRIER <br />--------& ° wz-------� a° a- ---- 12" MI <br />\ <br />° /\ FOOTING TO BEAR ON FIRM <br />EXISTING FOUNDATION FACE w/ O ° °° d #4 OR #5 /�///\//% \ //\�// j Q ' / UNDISTURBED SOIL <br />(2) ROWS OF 3/6" DIA. TAPCONS ° °d \\ \ <br />@ I o ° O ,; ° ° REINFORCING PER <br />OR CUT NAILS 24' O.C. COVER / ' <br />FLUSH w/ 3000 si CONCRETE. O Q d ° MONOLITHIC FOOTING ' <br />p m °° o d° SECTION 6" OPT. EXTENSION b <br />° EXISTING FOUNDATION ° ° IN BRICK LOCATIONS <br />FOOTING TO BEAR ON FIRM ON FND PLAN <br />�° ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />° d ° ° ° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />MIN12" //\//\//\//\//\//\//\/ BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />• p a #4 OR (2) #5 CONT <br />�� �� ////\�/\\ j\\ j\\//\\//\\// /\\ j\\ jam\//\\j�\/\ MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />8 CMU WALL OVERHANGS 2.5 OR LESS \\\�\\��\�\\�\\�\\�\\ �\ \\�\\/ STEMWALL FOOTING TO EXTEND MIN <br />NOTES: //\//\//\//\/��\///. ADDITIONAL #4 OR12" BELOW I#5 VERTITHIC CAL BE `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 />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTINGREINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" a, E <br />0 o ti <br />ALL OTHER EXTERIOR WALL `" 0 <br />CLADDING - MIN 8", U. N.O. ON ARCH <br />VAPOR BARRIER \//�\ ° o 1"MIN// /\\/\\\/\\\X \\\ \\ O 0 <br />\\ \ \\%\ APEX <br />0 <br />OJ <br />Z Cl) <br />FOOTING TO BEAR ON / Q <br />FIRM UNDISTURBED 6II OPT. EXTENSION IN BRICK (!) <br />SOIL LOCATIONS ON FND PLAN <br />Cn <br />12" UNDER 1 STORY WALL w/ Q� e4\ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ILLI <br />W K <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ Z <br />(2) #5 OR (3) #4 CONTINUOUS Z tdS <br />MONOLITHIC FOOTING SECTION Q <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE _� > <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY —I 9000 REGENCY SQUARE BLVD. Q? <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />PER 3'-0" HORIZONTALLY\ PREVENT EROSION OF SOIL. 0 904.821.5200 <br />CONCRETE SLAB w/ 6x6 Q � <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />FIBERMESH O <br />CIL <br />-—=a--4 Q O OtH <br />019ON" :3 <br />N U 3 <br />\\ac a� O\ 3 a <br />\a�� <br />/ 16" VAPOR BARRIER OJ f <br />ILL <br />Q - <br />BEARING WALL FOOTING SECTION <br />CU <br />3 <br />z <br />c� <br />CONCRETE SLAB W/ 6x6 <br />0 <br />W1.4 x W1.4 WWF OR <br />O <br />FIBERMESH <br />Z <br />U-0" A.F.F. <br />_ <br />_v SEE ARCH <br />d <br />Q a \ DETAILS <br />U <br />W <br />8" MIN <br />d <br />W <br />Q <br />8"x8" THICKENED 8" <br />X <br />Uj <br />Lj <br />STEP-DOWN, SEE VAPOR BARRIER <br />1.1� <br />PLAN <br />CURB STEP SECTION <br />o <br />z <br />W <br />4 <br />W <br />O <br />w <br />z <br />> <br />VAPOR BARRIER <br />8" UNDER MASONRY WALL O 2E <br />W J Q O <br />6" UNDER WOOD WALL Q <br />z n LLJ Q SEE ARCH U) 1..1..1 Uj <br />° (MAX 16") D WON _j <br />o LLJ W Q <br />////\////// / ~00 <br />MIN //\//\//\//\//\/ () L` <br />LL T <br />Q and r <br />0 <br />, n zX <br />6" OPT. EXTENSION IN BRICK � S"<,>v'' ga ;;i+� - <br />LOCATIONS ON FND PLAN <br />Q z <br />J O <br />ADDITIONAL NO. 4 OR NO. 5 Q 0 <br />BAR IN BRICK LEDGE Z W <br />2 � <br />U Z <br />Abbott Park <br />5 GARAGE EXT WALL CURB SECTION x <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LLI LL <br />FOLLOWING OCCUR: 0- LOT 033-03 W <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL, <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'4' A.F.F. SEE ARCH <br />a <br />d d — (MAX 20" <br />4 a a a d DEEP) <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />w/ (3) #4 OR (2) #5 CONT <br />6 BEARING CURB STEP SECTION <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 />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />II I- <br />IIL ------------ <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />J <br />Q <br />U <br />W <br />PROJECT NO: <br />f-- <br />2021.009240 <br />z <br />(D <br />DRAWN: <br />CD <br />W <br />0 <br />C H KD: <br />MJP <br />ILL <br />O <br />Uj <br />No 85166 <br />U <br />* ; DocuSigned by:Cn <br />[[]] /�� <br />i�/ <br />Z <br />%4fi71Dz�W�EF435:' <br />•�0��` •'c� .40 <br />O R t <br />07-28-2021 <br />U <br />z <br />REVISIONS: <br />Q <br />No. Description Date <br />W <br />W <br />H <br />W <br />J <br />Q <br />U <br />U) <br />O <br />z <br />ST=2mD O <br />0 <br />CMU/METAL CONNECTOR ENGINEERING <br />