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3ocuSign Envelope ID: C14E474E-01F2-47BC-B356-D144268A78A1 <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 3/16' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D -D - D C D n <br />D ° D <br />D EXISTING FOUNDATION. <br />° <br />D \ ° <br />IA <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. COVEf <br />FLUSH w/ 3000psi CONCRETE. <br />DATION <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 />D <br />CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U <br />W1.4 x W1.4 WWF OR <br />MESH o <br />FIBERSTUCCO OR DIRECTLY ADHERED <br />CONCRETE SLAB W/ 6x6 STONE CLADDING FINISH - MIN 6" 0)0 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH 0'-0" A.F.F. CONCRETE SLAB W/ �/��////\ \ \ _ ALL OTHER EXTERIOR WALL cy <br />SEE ARCH \ \ \ \ \ \ <br />-a- - 6x6 W1.4 X W1.4 WWF �\ \ \ o P CLADDING -MIN 8", U.N.O. ON ARCH O <br />-°- ---- (MAX 20" OR FIBER MESH /\ /`^ LO <br />#--c <br />DEEP) - --- - 8" CMU CHAIR \\ �\\�/\//\//\//\//\/\/\ � <br />° BLOCK W/ (1) #4 OR #5 CONT. VAPOR BARRIER ///� o \ \/\\/\\/\\/\\/\� N <br />TOP OF SLAB \ \ p 12�MIN\ / / / / / O <br />4" - - - - - - - ww U)R <br />\\/ \\ \ \ I1 /\ ( = (n �j\ �\ � cu <br />IIx/ //%//i� / 4 EXTENSION '\\i\\ // \\Q Q O FOOTING TO BEAR ON ' <br />UNDER BRICK VENEER \/\ w I- v FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK VAPOR BARRIER/ i U o ¢ SOIL LOCATIONS ON FND PAN N <br />12" UNDER 1 STORY WALL VAPOR BARRIER // 12" UNDER 1 STORY WALL w/ m <br />#4 OR #5 VERT REINFORCING -\\\ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _--I <br />BAR IN BRICK LEDGE LL <br />16" UNDER 2 STORY WALL UP TO 3 COURSES: 72" O.C. <br />:%/\\/ /\\/�\// , 16" UNDER 2 STORY WALL w/ L j <br />4 TO 5 COURSES: 48" O.C. <br />\/ `\ (2) #5 OR (3) #4 CONTINUOUS J <br />6 BEARING CURB STEP SECTION \\\ p 1 ��\\ > 3:/ I ° /\! J true design studios t S <br />MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />ADDITIONAL #4 OR FOLLOWING OCCUR: Y 7 <br />FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE <br />-\� \ \'� • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. <br />//� / <br />UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211co <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />VERTICAL REINFORCEMENT 4' OPT BRICK LEDGE 5 <br />NOTED ON FND PLAN PER 3'-0" HORIZONTALLY1 O PREVENT EROSION OF SOIL. O D <br />TO HAVE 6" BEND AT BOTTOM O • , <br />CONCRETE SLAB w/ 6x6 CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR CAST -IN -PLACE FOOTING SPECS W <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />FIBERMESH 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH ? 01 <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT - - CD <br />01HOMO <br />(1) <br />-�- a -- -- °-- -- <br />4 'Oft <br />\/\ ° ° STEMWALL SECTION <br />\\��\ ° 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK m <br />a <br />/ /. �\\ // /. W FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 \\ � �� \ � <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS // / < <br />- VAPOR BARRIER VAPOR BARRIER Q <br />16" MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" � <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />3 BEARING WALL FOOTING SECTION <br />' " " "1 "_.' - -U0 BAR AS <br />AP AS SHOWN <br />)DEGREE <br />CONTINUO�� I�ViYl.ii,L <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL, <br />0'-0" A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE w -- - - U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 Q U J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q Q U) CONT <br />n ♦ W <br />_ - - - - � � � � U) (4 <br />D FINISH <br />O GRADE <br />'% <br />\\\ \\\ , f ' . \ \\\ \ \\\7\fir <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />l _o <br />n_ <br />FOOTING TO BEAR ON FIRM /\ <br />UNDISTURBED SOIL ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM N OPT BRICK LEDGE <br />NOTED ON FND PAN <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 />7 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 />CMU STEMWALL MONO LITHIC SLAB 3 %" 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 EDGEIt 4 MIN 24" LAP VARIES PER - - - e- -° n - <br />36" MAX ARCH PLANS \ \ \ \ \; <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF r <br />- _ - OR FIBER MESH - //%Tl� ���\T�� � \\\ � <br />L \\\ \�\ ° ' VAPOR BARRIER <br />wz ------------e-I pe-=--=.- /\\/\\/ 12"MIN e \ <br />°, ° ° • E ° `4 ° #4 OR #5 //% \ //\�// �'' / UND SITUR ED SOILTO BEAR ON FIRM <br />O U) , , ° < ° REINFORCING PER <br />c�z 4• • ° MONOLITHIC FOOTING <br />° <br />ch ° 4 ° SECTION 6" OPT. EXTENSION b <br />"� -- ° • • ° • a. IN BRICK LOCATIONS - - - - <br />@� FOOTING TO BEAR ON FIRM ON FND PLAN <br />• °. UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL N0.4 OR NO. 5 <br />° °° MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE --- <br />° ° ^ ° /\\/\\/\\/\\/\\/\\\�\ 16" UNDER 2 STORY WALL W/ (3) <br />° • #4 OR (2) #5 CONT <br />/\\\ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />12" BELOW MONOLITHIC FOOTING <br />\\\\ NOTE . IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE <br />\ \ \\�\\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />/X/ LOCATED WITHIN TRANSITION ZONE <br />LOCATE AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". <br />REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER T-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 />3 BEARING WALL FOOTING SECTION U <br />z <br />W <br />0 <br />W <br />CONCRETE SLAB W/ 6x6 w <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH O <br />0'-0" A.F.F. O <br />\a SEE ARCH <br />DETAILS <br />LO <br />n 8" MIN ~ <br />\\, z W <br />8"x8" THICKENED 8" U) <br />W LL <br />FTG AT W <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN J Z W <br />4 CURB STEP SECTION m LU O <br />- LU c <br />8" UNDER MASONRY WALL Z < C <br />6" UNDER WOOD WALL U > O Q <br />CONCRETE SLAB W/ IZ W Q <br />6x6 W1.4 x W1.4 WWF _ <br />OR FIBERMESH VARIES ° LU <br />SEE ARCH 0 Q 1 '�' 2 <br />(MAX 16") w LIJ <br />LL <br />\%\ e % 12" M 1 N \\�\\X>/, \� Z <br />//\\// O Z <br />VAPOR BARRIER //� ° ' �\ ///O <br />W <br />6 OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN a Z <br />12" UNDER 1 STORY WALL w/ 0 <br />O a <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ Q W <br />� (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK J <br />O U <br />5 GARAGE EXT WALL CURB SECTION J --- --- CD <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 042-03 W <br />FOLLOWING OCCUR: - - <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" ( j 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. (n <br />PROJECT NO. W <br />CONCRETE SLAB W/ 6x6 O 2021.006631 <br />W1.4 x W1.4 WWF OR O LL <br />FIBERMESH Z - - 0 <br />Ya--e ° -.0'-0" A.F.F. U <br />DRAWN: <br />SEE ARCH KME o <br />01 <br />a- a a 0 W Oco <br />DEEP) I.- CHKD: <br />\/\\/\\ ° d ° n x M J Pco <br />/ 4" EXTENSION <br />UNDER BRICK VENEER ; %�,`SI �N LqN/ ��ee cn <br />�� �� .••....... �9 �i U' <br />12' UNDER 1 STORY WALL <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ��� �,� G N S4 `1 - ��.0 Z_ <br />00 <br />16" UNDER 2 STORY WALL W No 85166 <br />w/ (3) #4 OR (2) #5 CONT j _ * Dc*usipned by: •• * Q <br />=.0 : Q = <br />BEARING CURB STEP SECTION O =� '• TA OF ' w1 <br />6 - _ W <br />i •. 3F4671DAC EF43t <br />.c . <br />� � TYPICAL REINFORCING <br />FTHICKENED FOOTING, SEE AN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />�- - - - - - - - - - <br />HOUSE SAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />�. N A <br />O_ 05-17-2021 p <br />f- W <br />U REVISIONS: Lli <br />- --- <br />Q No. Description Date W <br />J <br />0 W <br />O -- o <br />O Z <br />z _ -- O <br />2 0 <br />U <br />W <br />I- <br />x <br />W ST=2mD <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />