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CONCRETE SLAB W/Ox6 <br />W1.4xVN.4VVVVF0R <br />F|BERMESH <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 />FLUSH w/ 3000psi CONCRETE. <br />EXISTING FOUNDATION. <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />� <br />CONCRETE SLAB NKOxO <br />FIBERMESH <br />17 <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />BEARING CURB STEP SECTION <br />1O^ <br />CONCRETE SLAB w/ 6x6 <br />FIBERMESH <br />VAPOR BARRIER <br />*PEA�l NG WALL FOOTING SECTION <br />'^~~~�"^"`^""`'","^"^� <br />wO DMomo <br />_AP AS SHOWN <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TYPICALSTEP <br />IN <br />FOOTING <br />DETAIL <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR H <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL <br />WHERE NEEDED <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />MIN, 3" EDGE DISTANCE <br />4" CONCRETE SLAB W/ <br />LUZ <br />EXISTING FOUNDATION FACE w/ <br />REINFORCING PER <br />" < MONOLITHIC FOOTING <br />^ F---H-- -------- ECTION <br />�- EXISTING FOUNDATION FOOTING TO BEAR ON R0N <br />� UNDISTURBED SOIL <br />��«v ����U U WALL ������������������ «� »v LESS K� ��U�U�� �������~ OVERHANGS �� `'- °8TE�VV8LLFOOT|NGTOEXTEND�|N <br />12^BELOW MONOLITHIC FOOTING <br />NOTES: ' °ADDITIONAL #4 OR #5VERTICAL TD8E <br />�'x'/x'' <br />* IF EXISTING RE8AR DOES NOT K8EET3'' EDGE DISTANCE REOREQUIREMENT,T. LOCATED WITHIN TRANSITION ZONE <br />LOCATE AND TIE RE[NOVEINSIDE FACE SHELL OFEXISTING CKAUVVALLATADJECENTCELL `^'`''~`^ REINFORCEMENTRE|NFORCEMENT|NLAST <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5DOWEL NV12''EMBED INTO GTEMWALLCELL <br />EXISTING FOUNDATION AND 4^ EMBED INTO EXISTING BOND BEAM. <br />° |FMORE THAN (3)BARS DDNOT MEET THE REQUIRED 3''EDGE DISTANCE, <br />CONTACT EOR. <br />CONCRETE SLAB NV <br />5x0N1.4xWNAWNF <br />ORFIBER MESH . <br />D'CMUCHA|R <br />� <br />LU <br />VAPOR BARRIER --' <br />� m <br />< <br />UPTOOCOURSES: 72"{lC. <br />ADDITIONAL #4 OR <br />FOOTING TOBEAR ONFIRM#5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />----/ \-'4^OPT BRICK LE~~� � <br />VERTICAL REINFORCEMENT <br />NOTED ON FND PLAN <br />TOHAVE O^BEND ATBOTTOM <br />CAST -IN -PLACE FOOTING SPECS <br />1'GTORY:8^x10^NV(2)#4OR(2)#5CONT <br />2-STORY: 10^x20^W1(5)#40R(2)#5CONT <br />STEMWALL SECTION <br />1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR VvHENBACK <br />`---� FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN {T|8OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EX|GT, RECOMMENDATIONS <br />MAY BEOBTAINED FROM THE ENGINEER OFRECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BEUSED |NSTEMVV8LLFOUNDATIONS. <br />�0"�FF <br />FLOATING CONCRETE <br />CONT <br />FINISH <br />GRADE <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"x16" W/(2)#40R(2)#5CONT <br />2'OTORY:10''x20'W/(3)#4OR(2)#5CONT <br />STEMWALL CURB SECTION <br />r7 <br />1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR WHEN BACK <br />`--^ FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN |T|SOVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BEOBTAINED FROM THE ENGINEER OpRECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BEUSED |NGTEMVVALLFOUNDATIONS. <br />(1) #4 OR #5 CONT: <br />3 VARIES PER <br />ADDITIONAL #4 OR <br />FOOTING TOBEAR ONFIRM#5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />----/ \-'4^OPT BRICK LE~~� � <br />VERTICAL REINFORCEMENT <br />NOTED ON FND PLAN <br />TOHAVE O^BEND ATBOTTOM <br />CAST -IN -PLACE FOOTING SPECS <br />1'GTORY:8^x10^NV(2)#4OR(2)#5CONT <br />2-STORY: 10^x20^W1(5)#40R(2)#5CONT <br />STEMWALL SECTION <br />1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR VvHENBACK <br />`---� FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN {T|8OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EX|GT, RECOMMENDATIONS <br />MAY BEOBTAINED FROM THE ENGINEER OFRECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BEUSED |NSTEMVV8LLFOUNDATIONS. <br />�0"�FF <br />FLOATING CONCRETE <br />CONT <br />FINISH <br />GRADE <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"x16" W/(2)#40R(2)#5CONT <br />2'OTORY:10''x20'W/(3)#4OR(2)#5CONT <br />STEMWALL CURB SECTION <br />r7 <br />1 SPECIAL CARE SHOULD BEEXERCISED BYCONTRACTOR WHEN BACK <br />`--^ FILLING BEHIND ASTEM WALL, PARTICULARLY WHEN |T|SOVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BEOBTAINED FROM THE ENGINEER OpRECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BEUSED |NGTEMVVALLFOUNDATIONS. <br />(1) #4 OR #5 CONT: <br />3 VARIES PER <br />6" OPT. EXTENSION <br />IN <br />ON FND PLAN <br />3��CONCRETE SLAB W/§xU <br />F0ERMESH <br />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />12^UNDER 1STORY WALL W/(2 <br />ADDITIONAL NO. 4ORNO. 5#40R(2)#5CONT <br />BAR |NBRICK LEDGE <br />|1O''UNDER 2STORY WALL Vm(3 <br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "IIA" FTG DETAIL FOR THE . <br />FTGDETAIL SPECIFIED ONTHE FDNPLAN @ ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28r. <br />|FGROUND ADJACENT TDFTGSLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN 1''O^VERTICALLY PER 3'-O''HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1PRIOR TOCONSTRUCTION, SEEK GUIDANCE OFEORT0PREVENT EROSION <br />OF SOIL. <br />2, USE GTEMVVALLFOOTING <br />SEE NOTES (MAX 1Ol <br />STUCCO ORDIRECTLY ADHERED "^ <br />STONE CLADDING FINISH M|N0" ' <br />-- -- <br />� <br />ON ARCH <br />VAPORBARR|ER---' , 1, //`- APEX <br />u� <br />' <br />FOOTING TO BEAR ON <br />` OPT. EXTENSION IN BRICK <br />FIRM r- <br />'^^~UNDISTURBED LOCATIONS ONFNDPLAN r- <br />SOIL <br />,00 <br />^-'ADD|7lONALN0.4ORNO5 -j -~8An|w8RiCKLEDGE U_-td <br />-� s 6 <br />true design studios ~ <br />LITHICFOOTING SECT]ON-------- z �= <br />CONTACTE0RPRIOR TOCONSTRUCTION |FANY OFTHE <br />FOLLOWING OCCUR: <br />° OVERALL DEPTH OFMONOLITHIC POUR EXCEEDS 20" 90W0REGENCY SQUARE BLVD. m <br />° GROUND ADJACENT T0FTGSLOPES DOWN AND AWAY < SUITE 100'JACKSONVILLE.FL32211 - <br />FROM STRUCTURE STEEPER THAN 1''O^VERTICALLY -� <br />PER 3'-0''HVR|Z0NTALLY[OPREVENT EROSION OFSOIL. <br />o <br />CONCRETE SLAB wYOxO `- <br />(2)#*OR(%)#5CONTINUOUS VV14xVV1*VmNpOR UJ <br />-- 0 <br />CT <br />�] <br />FIBERMESH <br />��" ��M� <br />/ | 16" VAPOR BARRIER < <br />wo <br />CONCRETE SLAB WV0x6 w <br />VV1.4xVV1��VVVVFOR <br />F|BER�ES� <br />0'-0'4FF <br />sEEARCH <br />DETAILSLO <br />r- �- <br />MIN <br />��� <br />�� ��� <br />/ z u��N| U <br />8"x8THICKENED --' <br />�GKT L��J \ w <br />VAPOR u <br />STEP-DOWN, SEE <br />z � PLAN -- m�m��U ��~�� <br />� U U U <br />'- ~~ »�~� __- <br />\ CURB..STEP. ���Tk�� -~ Uj �� K���� __ �,~--==`'-`���=`°��'' .~.� <br />w1 <br />8^UNDER MASONRY WALL ! z <br />0 <br />CONCRETE SLAB vw a^UNDERvOoovAu-z >K <br />0x6v14xw4vvF uu w � <br />-- <br />0 <br />U U U 4J <br />OR FIBERMESH\! ' «� U m~�* <br />VARIES:~�_ | --~~ <br />Cif == U U U <br />p^ <br />x <br />U_ 0 K r <br />��� <br />2' MIN <br />z <br />VAPOR BARRIER 0 <br />------------------- <br />Lij <br />'^ <br />0''OPT. EXTENSION |NBRICK 0�- <br />LOCATIONS ONFNDPLAN z <br />� ' -ADDITIONAL NO. 4ORNO. o 0 ILL <br />/ BAR - < _- <br />Abboft Park <br />���T �� '1 uz <br />'' -- ---'- --,�������� "-5 �-��l[����0� [] <br />CONTACT EORPRIOR TOCONGTRUCT0m |pAwvOFTnE <br />*� _- - - - - -- <br />FOLLOWING OCCUR: _ ...... <br />LU <br />OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />°GROUND ADJACENT TOFTGSLOPES DOWN AND AWAY z <br />FROM STRUCTURE STEEPER THAN 1�U^VERTICALLY 0 <br />PER 3''O^HOn|ZONTALLYrOPREVENT EROSION OpSOIL. <br />PROJECT NO: w <br />O <br />CONCRETE SLAB W/ 6xe -1 ����003«K99 <br />^ ' bL <br />- 0----- -- �-__0___ _- on�ww. �L���� <br />�� o*xo -' <br />DEEP) MJP uJ <br />. >< -- <br />LU <br />v / . <br />EXTENSION -^ <br />UNDER BRICK VENEER < ««uooxv«»v UO <br />12" UNDER 1 STORY WALL <br />| `--v�p�noxnRER O2 �� <br />0 <br />0 . <br />6 BEARING {�UF�B STEP SE�T|��� <br />^� -' UJ <br />z At -- <br />TYPICAL REINFORCING <br />BARS AT THICKENED <br />FOOTING, SEE PLAN <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />0 03-26'2021 _ <br />0 <br />O REVISIONS: UU <br />LLI No. Description Date <br /><LU <br />U0 <br />_ <br />_ 0 <br />Z <br />O <br />STm2mD <br />CMU/METAU CONNECTOR ENGINEERING <br />