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)ocuSign Envelope ID: 804C66C7-1A16-4461-A7C7-0002ED72E2B6 <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/ ° D <br />(2) ROWS OF 316" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />EXISTING FOUNDATION. <br />n <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />CONCRETE SLAB W/ 6x6 <br />W1A x W1.4 WWF OR <br />FIBERMESH <br />e ° a <br />12" UNDER 1 STORY WALL <br />16" UNDER 2 STORY WALL <br />0'-0" A.F.F. SEE ARCH <br />— — — (MAX 20" <br />d DEEP) <br />d ° d <br />4 d Au <br />//x 4" EXTENSION <br />UNDER BRICK VENEER <br />VAPOR BARRIER <br />6 BEARING CURB STEP SECTION <br />I". <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />a <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <br />TOP OF FOOTING <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 BLOCK W/ (1) #4 OR #5 CONT. <br />Y <br />1 W <br />\\ <br />o <br />VAPOR BARRIER ��\\� <br />//\/ <br />w'o U <br />cn 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 —�\i/ /\\\ \\' -- ADDITIONAL #4 OR <br />UNDISTURBED SOIL /' / #5 IN BRICK LEDGE <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 U OR #5 <br />CONT <br />WWF OR FIBERMESH > Q Q <br />ow <br />— — — e — U FINISH <br />/ ° B <br />\/\ \ O GRADE <br />// // // <br />#4 OR #5 VERT REINFORCING --\\\�\\ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />/ <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 />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 />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL �, 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 />INTO MONOLITHIC THICKENED EDGE <br />MIN. 3" EDGE DISTANCE MIN 24" LAP 36" MAX VARIES PER — — — — — — 4 d — <br />4" CONCRETE SLAB W/ ARCH PLANS ° a6x6 W1.4 x W° ° <br />STRIP OF WF FROM F.F.E. TO OR FIBER E1SHF /\/\ W <br />u'r VAPOR BARRIER <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ ° _ - — — ° — w z — e //\\//\\// 12" MIN �` ° ° ° \ <br />3 D --° U) O °, $ ° ° #4 OR #5 � \/ UNDISTURBED SOILON FIRM <br />2 ROWS OF /6' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER / D ° ° O z ° ° ° ° ° REINFORCING PER\'�\' <br />FLUSH w/ 3000psi CONCRETE. > < ° MONOLITHIC FOOTING <br />° <br />C d SECTION <br />_ d 6" OPT. EXTENSION b <br />° <br />IN BRICK LOCATIONS <br />d <br />EXISTING FOUNDATION ° e ° ° ° FOOTING TO BEAR ON FIRM ON FND PLAN <br />UNDISTURBED SOIL 1 UNDER 1 STORY WALL W/ (2) <br />d ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />o \ ° ° ° ° ° ° • ° ° MIN12" ///\\//\\/�\/��\///\\ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) <br />i#4 OR (2) #5 CONT <br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />8 CMU WALL OVERHANGS 2.5 OR LESS //\\//\\//\\//\\//\\//\\//\\�/ /\\/�\\�� // STEMWALL FOOTING TO EXTEND MIN <br />/��/\\/\\� \\/��\ \/ • ADDITIONA #412" BELOW OR VERTICATHIC L TO BE "NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />NOTES: \/\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 <br />LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT 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 1'-0" VERTICALLY PER T-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 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />/�A <br />0 <br />VAPOR BARRIER <br />�x .� <br />SEE NOTES (MAX 16") U <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" a, 0 <br />� o � <br />ALL OTHER EXTERIOR WALL O <br />CLADDING - MIN 8", U.N.O. ON ARCH O 0 <br />\\ T APEX C <br />k 11 ' M IN/ /\/\/\/\/\/ N c) <br />� A� O <br />FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED <br />SOIL LOCATIONS ON FND PLAN <br />N <br />i <br />12" UNDER 1 STORY WALL w/ <br />t` <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 <br />J <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ <br />V- <br />W <br />t d s <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />J <br />z <br />true design studios <br />� <br />> <br />MONOLITHICFOOTI_NG SECTION <br />1 <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />O <br />FOLLOWING OCCUR: <br />Y <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />U <br />9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />0 <br />PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />O <br />6 <br />O <br />4- <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />W <br />Cy <br />Cy <br />FIBERMESH <br />0 <br />0 ROHOMON <br />. " � � ' f <br />W <br />rA <br />3 BEARING WALL FOOTING SECTION z <br />W <br />(D <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 />° SEE ARCH <br />e DETAILS ~ <br />8" MIN b V J <br />a <br />8"x8" THICKENED 8" <br />FTG AT Cn n/ <br />STEP-DOWN, SEE VAPOR BARRIER W <br />PLAN z z W <br />4 CURB STEP SECTION m Uj _O co <br />Ilf <br />-- -- W <br />Z 8" UNDER MASONRY WALL <br />-- 0 > O <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL - Z M Q Q <br />6x6 W1.4 x W1.4 WWF W WUj L� <br />SEE ARCH < W <br />0 <br />OR FIBERMESH VARIES d Q Q 2 <br />-� - -- <br />° ' , ' <br />- ° 4 d ° (MAX 16") L1J <br />o \A�VAjVA� x <br />/z�V// /�A�\ A// /��\/��V//V//V//V/V/\ I LLL <br />12" M I N\\/\\/\\/\\ Z <br />VAPOR BARRIER /// ° a // / O <br />\ Q <br />/ 6" OPT. EXTENSION IN BRICK 0 W <br />LOCATIONS ON FND PLAN z <br />12" UNDER 1 STORY WALL w/ O a <br />(2) #5 OR (2) #4 CONTINUOUS -- ADDITIONAL NO. 4 OR NO. 5 U LIL <br />BAR IN BRICK LEDGE — <br />16" UNDER 2 STORY WALL w/ Q W <br />(2) #5 OR (3) #4 CONTINUOUS —1ABBOTT PARK Q <br />5 EX_T WALL CURB SECTION L <br />�GARAGF <br />NTACTFOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 040-03LLOWING OCCUR: - ---- - <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W <br />PROJECT NO W <br />CONCRETE SLAB W/ 6x6 O 2021.006629 0 <br />W1.4 x W1.4 WWF OR O W <br />FIBERMESH Z DRAWN O <br />0'-0" A. F. F. = KM E <br />SEE ARCH U O <br />-d — — ° — — — — (MAX 20" <br />DEEP) cHKo: MJP <br />X <br />rA <br />4 W^ J <br />° • d LL <br />U4" EXTENSION x <br />UNDER BRICK VENEER w <br />Q �•�`t�(1N Lq������i <br />12" UNDER 1 STORY WALL5' G•E N <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER co` .•'� `SF ••.• 0 Z <br />o <br />No 85166 <br />16" UNDER 2 STORY WALL W * •:• * Q <br />W/ (3) #4 OR (2) #5 CONT = L-Do�,Slqned by: = Q <br />0. <br />Al <br />6 BEARING CURB STEP SECTION W o/�CT7EF43.•/,�` U),n <br />��� FS • 4 O R `•p • ��`�� Z <br />z �'� S/0 N AL E�%N Zf <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 I <br />RE-ENTRANT CORNERS <br />- <br />- <br />IL== — — <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />cn <br />O 05-18-2021 p <br />W <br />U REVISIONS: <br />Q No. Description Date W <br />U) _I <br />- - U <br />1 O <br />Z --- Z <br />= O <br />U <br />W <br />x <br />W ST=2mD <br />n <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />