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)ocuSign Envelope ID: 9B33A170-OA27-4470-819D-9FEBF6D1A704 <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDG <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/fi' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVET <br />FLUSH w/ 3000psi CONCRETE. <br />D D D G <br />� o <br />D <br />D <br />° 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 />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. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D - <br />D <br />EXISTING FOUNDATION <br />D d <br />4 D <br />• D <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 />-a d--� ----�(MAX20" <br />4 ° ° 41 - DEEP) <br />° e <br />N / 4" EXTENSION <br />UNDER BRICK VENEER <br />[2"" <br />" 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 />\\\ <br />Q ° a <br />/ <br />/ VAPOR BARRIER <br />16" <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 />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <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 />NO LITHIC S <br />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />a 8 ° <br />°.� °° <br />- <br />d .. . •d <br />#4 OR #5 <br />° ° , <br />REINFORCING PER <br />d ° • <br />d ° <br />MONOLITHIC FOOTING <br />° ° <br />- • <br />• <br />° <br />SECTION <br />FOOTING TO BEAR ON FIRM <br />d° ° <br />UNDISTURBED SOIL <br />a ° ° <br />LOCATE VVERTfEAt <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <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 />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />TOP OF SLAB <br />¢ O <br />VAPOR BARRIER \\�/LU <br />/ <br />#4 OR #5 VERT REINFORCINGj`\\/\/ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />8" CMU CHAIR <br />BLOCK W/ (1) #4 OR #5 CONT. <br />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. Ak_ <br />(BEYOND) <br />FLOATING CONCRETE w_ - U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 U) (1) #4 OR #5 <br />WWF OR FIBERMESH > y Q w CONT <br />uJ uJ cn <br />- - - w FINISH <br />O GRADE <br />Lo <br />\\ ./\\\/ <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 /\ <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 />07 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 />TE SLAB W/ 6X6 <br />() W1'4 xOW1.4EWWF OR FIBERMESH <br />1 #4 OR #5 CONT. - <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />VARIES PER <br />36" MAX- ARCH PLANS <br />12" MIN <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 />d ° VAPOR BARRIER <br />d \ <br />FOOTING TO BEAR ON FIRM <br />Q' • j UNDISTURBED SOIL <br />b <br />#4 OR (2) #5 CONT <br />16" UNDER 2 STORY WALL W/ <br />#4 OR (2) #5 CONT <br />lAmONOLOTHIC 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 T-O" 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 SEE NOTES (MAX 16") v <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED cli <br />- STONE CLADDING FINISH - MIN 6" > <br />1 /\ ° ALL OTHER EXTERIOR WALL C14 U <br />\ \ \\ \ \ CLADDING - MIN 8", U.N.O. ON ARCH <br />VAPOR BARRIER\ Np <br />12" MIN \/\/\/\\/\/\� A PEX C <br />04 <br />FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK O <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN ' cu <br />SOIL <br />12" UNDER 1 STORY WALL w/ cV <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL N0.4 OR NO. 5 cM III zzz <br />BAR IN BRICK LEDGE <br />J <br />16" UNDER 2 STORY WALL w/ LL <br />(2) #5 OR (3) #4 CONTINUOUS <br />_j tds W .6 <br />1 MONOLITHIC FOOTING SECTION_ - true design studios (1) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z <br />FOLLOWING OCCUR: O <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 u7 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />CONCRETE SLAB w/ 6x6 O <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />FIBERMESH W <br />° N <br />411HOMON' :3 <br />(n <br />d\//\\\ N Q <br />, j 00 <br />/ 16" VAPOR BARRIER zzz <br />U <br />3 BEARING WALL FOOTING SECTION U <br />U <br />Z <br />W <br />CONCRETE SLAB W/ 6x6 U <br />W1.4 x W1.4 WWF OR W <br />FIBERMESH w <br />0' 0" A.F.F. O <br />SEE ARCH O <br />\d DETAILS 0) <br />8" MIN ti <br />° O <br />8"x8" THICKENED 8" Z 00 W <br />FTG AT <br />STEP-DOWN, EE VAPOR BARRIER W - <br />PLAN - <br />CURB STEP SECTION U) z Um Z w <br />T <br />4 - m O u� <br />w <br />8" UNDER MASONRY WALL <br />W <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL Z \ O <br />6x6 W1.4 x W1.4 WWF r_ Z / Q Q_ <br />OR FIBERMESH VARIESEE ARCH S I d W w i 1' <br />LL W <br />(MAX 16") < <br />W ' IJI <br />A_-... 4a. - <br />W <br />/\\��\�\/\ X <br />\ \ 12"`\\\\\\\\\\ J <br />MIN <br />nLLL L <br />VAPOR BARRIER /° ////�//\ O Z <br />O <br />6" OPT. EXTENSION IN BRICK < W <br />LOCATIONS ON FND PLAN <br />12" UNDER 1 STORY WALL w/ a Z <br />(2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 <br />BAR IN BRICK LEDGE 0 IZ <br />16" UNDER 2 STORY WALL w/ I.L. <br />(2) #5 OR (3) #4 CONTINUOUS Q <br />af Abbott Park Q <br />5 GARAGE EXT WALL CURB SECTION - <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O (A <br />FOLLOWING OCCUR: LOT 015-01 0 <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q ------ - -- - -- H <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U Q <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z <br />PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. - O <br />CONCRETE SLAB W/ 6x6 O PROJECT NO: Lij <br />� <br />W1.4 x W1.4 WWF OR J 0 <br />FIBERMESH 2O21.003455 LL <br />0'-O" A.F.F. SEE ARCH Z DRAWN. <br />_ - O <br />- d - -- - -(MAX 20" = LDG o <br />DEEP) U - - O <br />\//\\ d - d W CHKD: <br />/ 4" EXTENSION Q U <br />UNDER BRICK VENEER X <br />Q `ttt�>t���icn <br />12" UNDER 1 STORY WALL ���� 'SIN LAN co <br />w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER �� �`%�\ U <br />16" UNDER 2 STORY WALL Q : �•••• �� Z <br />w/ (3) #4 OR (2) #5 CONT W e� bye <br />r • E� <br />Z � <br />CURB STEP SECTION <br />Co)_PEARING - - W :O.•' STATE OF <br />�. ,cop 3Fc4�7,'k A� <br />l439z. <br />- TYPICAL REINFORCING Z /0NA1-E�.�` <br />BARS AT THICKENED <br />FOOTING, SEE PLAN O 03-19-2021 <br />MIN 24" LONG #4 OR #5 I- W <br />BAR SET AT MID -DEPTH REVISIONS: W <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS U- - <br />Q No. Description Date W <br />---- U) .J <br />HOUSE SLAB]- O <br />RE-ENTRANT CORNER DETAIL U o <br />(RECOMMENDED) H <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS W <br />ST=2D <br />C:MIIIMFTAI ('.nNNFf.T()R FN(;INFFRINra <br />