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DocuSign Envelope ID. 64039112-CEE7-4F45-AD73-562F11EFF3F4 <br />11' <br />1• <br />U <br />•ki <br />v,.•, <br />IY <br />EXISTING EXTERIOR CMU <br />MIN. 3" ED( <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. COVEI <br />FLUSH w/ 3000psi CONCRETE. <br />D <br />— EXISTING FOUNDATION. <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 <br />(MAX 20" <br />i 4 ° a n 1° -� DEEP) <br />w�/vim jw, — — <br />° <br />4" EXTENSION <br />UNDER BRICK VENEER <br />»",,n,nGR 1 crnavIAini 17 VAPOR BARRIER <br />(6- -BEARING CURB STEP SECTION <br />In <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 />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 />GROUT BOTTOM 3 COURSES -� <br />OF EXISTING CMU WALL FOR q <br />LENGTH OF OVERHANG. FILL -� <br />TO BOTTOM OF WINDOWSILL �•- CMU 5 <br />WHERE NEEDED <br />8" CMU CHAIR BLOCK W/ (1) #5 --� <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <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 :/6" DIA. TAPCONS ° D <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. D p <br />- ° EXISTING FOUNDATION <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 />MONO LITHIC SLAB <br />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />- - - OR FIBER MESH <br />{ _ ^ <br />w z '° • ° <br />- ° ° ° • ° A° `° ° #4 OR #5 <br />p cn ° REINFORCING PER <br />M = • ° 4 ° ° • MONOLITHIC FOOTING <br />° :SECTION <br />` FOOTING TO BEAR ON FIRM <br />4, UNDISTURBED SOIL <br />4 MINI 12" <br />/\\//\\/.ADDITIONAL <br />TO EXTEND <br />NGMIN <br />S2" WAL MONO LIFOOTING <br />#4 OR #5 VERTICAL TO BE <br />LOCATED WITHIN TRANSITION ZONE <br />LOCATE VERTICAL <br />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT IN LAST <br />REINFORCEMENT <br />STEMWALL CELL <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 />uj---- - - _ � <br />/\\\\\\// /f ¢ O <br />w U <br />VAPOR BARRIER — //\\//\ " � o X <br />i <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />n•�L/ e <br />�� <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 OPT OLEDGE <br />N N F <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 -, (C1ON — #5 <br />WWF OR FIBERMESH > Of <br />< a w <br />-- - -P D FINISH <br />O GRADE <br />#4 OR #5 VERT REINFORCING //\//\ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />o <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 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 />�\ 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 />(1) #4 OR #5 CONT. <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />12" MIN` <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />3'/2" CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 901 BEND @ 48" O.C. <br />° 4 <br />° VAPOR BARRIER <br />° \ <br />FOOTING TO BEAR ON FIRM <br />• UNDISTURBED SOIL <br />b <br />12" UNDER 1 STORY WALL W/ (21 <br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />#4 OR (2) #5 CONT <br />1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />`NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS., <br />HIS .,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 SEE NOTES (MAX 16") <br />U <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED cli <br />STONE CLADDING FINISH - MIN 6" o, E <br />----- �ti p <br />ALL OTHER EXTERIOR WALL I U <br />/\\ j\� j/\\//\\//\/\ r _ CLADDING -MIN 8", U.N.O. ON ARCH <br />�A/VA �\ �\//\//,///��V C� <br />VAPOR BARRIER / \ \ \\ \ \ \ \ Z APEX <br />\\//\ Q <br />/ UJ a) <br />Z N <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK (n <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN m <br />SOIL <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W <br />BAR IN BRICK LEDGE W <br />16" UNDER 2 STORY WALL w/ z +' <br />(2) #5 OR (3) #4 CONTINUOUS (7 <br />z <br />W tds -6 <br />(kF <br />NOLITHICFOOTING SECTION QL�e design sralos NTACTFOPRIOR TO CONSTRUCTION IF ANY OF THE 0 <br />LLOWING OCCUR: 0� <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 <br />9000 REGENCY SQUARE BLVD. N <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 <br />PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 904.821.5200 p <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W <br />FIBERMESH <br />En <br />0,90HO19ON <br />04 <br />Q <br />/ 16" VAPOR BARRIER 0 <br />LL <br />Q <br />3 BEARING WALL FOOTING SECTION 0 <br />z � <br />c� <br />CONCRETE SLAB W/ 6x6 0 <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH This item has been electronically <br />0'-0" A.F.F. = signed and sealed by Justin M Lanier, <br />1--i SEE ARCH PE on the date and/or time stamp <br />~ ° DETAILS V shown using a digital signature. <br />\ - ° W Printed copies of this document are <br />a. -- --- - not considered signed and sealed <br />' Jby <br />nd the signature must be verified <br />\, \ 8" MIN X <br />\ a 3rd Party Certificate Authority <br />a / Q Inany electronic copy <br />8"x8" THICKENED 8" X Uj W <br />FTG AT <br />STEP-DOWN, SEE VAPOR BARRIER Q Q <br />PLAN <br />CURB -STEP SECTION o = z W <br />4 Z O c) <br />- - I'- <br />8" UNDER MASONRY- WALL O <br />LLI <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL ¢ \ <br />6x6 W1.4 x W1.4 WWF I _ I Z � / Q <br />OR FIBERMESH VARIES ° <br />Uj <br />SEE ARCH U) <br />°1 I 1 <br />---° (MAX 16") � J LL <br />. — °- --` -- 0 W <br />LLJ <br />/\\/\/\/\ 00 C> <br />\/\ 4 a \/ 12" MIN ✓/\\/\\% \\/��\i U <br />LL TM <br />VAPOR BARRIER �// ° �/' /�//�//�//j// a <br />/ 6" OPT. EXTENSION IN BRICK X <br />LOCATIONS ON FND PLAN 0 <br />� <br />12" UNDER 1 STORY WALL w/ 0 z <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO, 5 Q 0 <br />BAR IN BRICK LEDGE z W <br />16" UNDER 2 STORY WALL w/ 2 <br />(2) #5 OR (3) #4 CONTINUOUS U z <br />Abbott Park 0� <br />5 GARAGE EXT WALLCURBSECTION X <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W U- <br />FOLLOWING OCCUR. Q LOT 020-03-1 B W <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" J <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W <br />PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. 0 <br />W <br />CONCRETE SLAB W/ 6x6 PROJECT NO: I— <br />W1.4 x W1.4 WWF OR Q <br />FIBERMESH 2021.014970 z <br />° 0'-0" A.F.F. SEE ARCH DRAWN: U) <br />° (MAX 20" CD W <br />4 ° 4 ° DEEP) � <br />//\ CHKD. <br />\x\\��14„ MJ P 0 <br />\\/ \j�\\j/\\j\\`'�\� <br />4" EXTENSION O E <br />UNDER BRICK VENEER <br />ID <br />12" UNDER 1 STORY WALL `��� 5�1N LAjV ��,� W <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER � �� •, C•� N . FR �J <br />16" UNDER 2 STORY WALL <br />%v/ (3) #4 OR (2) #5 CONT * •: a � ed•Ily* U) <br />6 BEARING CURB STEP SECTION •' Z <br />T •LC� <br />�� STATE OF :•�/: <br />3F4671 D� <br />i I I <br />-- TYPICAL REINFORCING <br />THICKENEDBARS AT 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 />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />ky <br />12-29-2021 <br />z <br />REVISIONS: < <br />No. Description Date <br />-- W <br />L7 <br />- W <br />W <br />J <br />JU <br />U) <br />ST <br />z =2 ■ D O <br />CMU/METAL CONNECTOR ENGINEERING <br />