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w DocuSign Envelope ID: 2E7133F2-A25D-40FE-836D-6AF09DOOF33B <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. W, VF 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 />/i p D p <br />d <br />D � <br />D <br />D -A <br />I D EXISTING FOUNDATION. <br />D <br />� <br />o <br />p <br />P <br />I <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" 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 />CONCRETE SLAB W/ 6x6 <br />WI A x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH <br />- - - - - - (MAX 20" <br />DEEP) <br />Q ° d <br />\\�\\j\\ <br />An <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />6 BEARING CURB STEP SECTION <br />III <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />- <br />d <br />a <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />i AM uc rnniTinn inUS BAR AS <br />_AP AS SHOWN <br />l.viv i u�vv�� vviwi�� i � <br />FOOTING, SEE PLAN <br />) DEGREE <br />TYPICAL STEP IN FOOTING DETAIL <br />U STEMWALLrKMONO LITHIC <br />8" CMU CHAIR BLOCK W/ (1) #5 -� <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />- A wZ <br />A D i p D o ° ° ° U)O <br />p ° O0Z <br />I ° EXISTING FOUNDATION <br />- <br />I D \ 4 <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 />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />-- <br />- - - - <br />- - ---o--- <br />• d <br />a <br />e a , ad ° <br />#4 OR #5 <br />REINFORCING PER <br />MONOLITHIC FOOTING <br />IeQ <br />° d <br />a ° a <br />SECTION <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />d I d� <br />MINI 12" <br />LOCATE VERTIE#t <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 />8" CMU CHAIR <br />TOP OF SLAB OL BLOCK W/ (1) #4 OR #5 CONT. <br />- - LU <br />\\ \ \ \ _ 5 <br />/ \\ \\// //\\// Q Q o <br />VAPOR BARRIER \% W o X <br />< <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />OR <br />FOOTING TO BEAR ON FIRM -�\\� . //�\\\' \\ #D NI RICK TIONALLEDGE <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. <br />(BEYOND) <br />FLOATING CONCRETE w <br />U-BLOCK W/ <br />#5 <br />SLAB W/ 6x6 W1.4xW1.4 ¢ <br />WWF OR FIBERMESH > <br />Q <br />_' <br />¢ w <br />CONTOR <br />LU <br />� <br />FINISH <br />- _ <br />J <br />0 <br />GRADE <br />Q <br />#4 OR #5 VERT REINFORCING - <br />/%/%/%/%/// <br />/ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />p o <br />i <br />p <br />� <br />I <br />I <br />FOOTING TO BEAR ON FIRM -� <br />UNDISTURBED SOIL <br />ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM <br />4" 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 />7 STEMWHLL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED <br />BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS <br />CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE <br />ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN <br />STEMWALL FOUNDATIONS. <br />1) #4 OR #5 CONT. 3 1/2" CONCRETE SLAB W/ 6x6 <br />( W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />36" MAX --VARIES PER - - - - - a a <br />ARCH PLANS ° a d \\ \\/\\ \\; <br />° <br />/ <br />VAPOR BARRIER <br />12" MINFOOTING TO BEAR d \ <br />ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />ON FIND PLAN <br />12" UNDER 1 STORY WALL W/ (2) <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 />I#4 OR (2) #5 CONT <br />MONOLOTHIC 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'-O" 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") U <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH -MIN 6" a, O <br />o 0 C? <br />ALL OTHER EXTERIOR WALL `� O <br />CLADDING -MIN 8", U.N.O. ON ARCH O 0 <br />\/\ <br />VAPOR BARRIER \// o 12 MIN\\/\\/\\\/\\/\ N O <br />PEX <br />O <br />FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED <br />SOIL LOCATIONS ON FIND PLAN N � <br />12" UNDER 1 STORY WALL w/ M N el <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 � �4 <br />BAR IN BRICK LEDGE <br />e - S <br />16" UNDER 2 STORY WALL w/ L <br />(2) #5 OR (3) #4 CONTINUOUS J design g N <br />udlos <br />1 MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 <br />FOLLOWING OCCUR: U) +� <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BIL 32 211 <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />O <br />cn <br />CONCRETE SLAB w/ 6x6 W <br />(2) #4 OR (2) #5 CONTINUOUS W 1.4 x W 1.4 WWF OR oovovvvvvvvvovvvvovvvvvvwvvvvvvvwoovvov�000vvvwvvovvvvv <br />FIBERMESH ` <br />14'04F 011111HO190N-=d - -- J orba al��\a s \a\,ac� <br />�\/\\\/\\/\ e.1\ P 0 �14t; , <br />"t�JL"�ie4 <br />/ <br />W N <br />VAPOR BARRIER <br />Q <br />16" <br />W <br />3 BEARING WALL FOOTING SECTION Z � <br />W <br />(D <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR O This item has been electronically <br />FIBERMESH O signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />0'-0" A.F.F. C:) shown using a digital signature. <br />SEE ARCH Printed copies of this document are <br />DETAILS >.not considered signed and sealed <br />and the signature must be verified <br />a -° ti by a 3rd Party Certificate Authority <br />8" MIN on any electronic copy <br />O ' Vw <br />a � , <br />8"x8" THICKENED co <br />M <br />FTG AT STEP-DOWN, EE VAPOR BARRIER z Z W <br />PLAN <br />CURB STEP SECTION m Uj 0 W <br />� <br />W 0 <br />W <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ <br />6" UNDER WOOD WALL Z Uj Q Q <br />0 <br />6x6 W1.4 x W1.4 WWF W W W <br />OR FIBERMESH VARId 0 Q J W <br />ES SEE ARCH <br />a ° (MAX 16") LIJ <br />//\// / J <br />\�\ a % 12" M I N\\%\\%\ILL H <br />\%\� \� Z �- <br />//\\\//\\//\\/\\\ 0 Z <br />VAPOR BARRIER //� ° a �/ /\//\//\//\// I­_0 <br />6" OPT. EXTENSION IN BRICK 0 H <br />LOCATIONS ON FND PLAN W Z <br />12" UNDER 1 STORY WALL w/ O W <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U ILL <br />BAR IN BRICK LEDGE Q - <br />16" UNDER 2 STORY WALL w/ 0 W <br />(2) #5 OR (3) #4 CONTINUOUS Cif Abbott Park Q <br />GARAGE EXT VAL CURB SECTION__ ILL 5 CONTACT FOR PRIOONSTRUCTION IF ANY OF THE Q LOT 018-03-1 C o <br />FOLLOWING OCCUR: _ <br />.OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" () Z <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W <br />O PROJECT NO: W CONCRETE SLAB W/ 6x6 J 2021.014966 0 <br />LL <br />W1.4 x W1.4 WWF OR 0 <br />FIBERMESH Z 0 <br />DRAWN: <br />0'-0" A.F.F. SEE ARCH U KME o <br />- ° - a a -° - - - (MAX 20" W L0 <br />a DEEP) I-- c"i<°. MJP <br />d ° x <br />4" EXTENSION X tttt111/I (n <br />UNDER BRICK VENEER Q `IIIII <br />12" UNDER 1 STORY WALL VAPOR BARRIER m �,•• \G•E N `S . Z <br />W/ (2) #4 OR (2) #5 CONT Q �' <br />. No 85166 <br />16" UNDER 2 STORY WALL Z : • DocuSigned bye: <br />w/ (3) #4 OR (2) #5 CONT <br />BEARING CURB STEP SECTION .p `STATE \OF .'�� U) <br />6 _ <br />3F4671J��Cp `:.. (D <br />Q '�•�S 0 R <br />Z '.*S/0NALE��`� <br />i I <br />TYPICAL REINFORCING <br />BARS AT FTHICKENED FOOTING, SEE <br />I I II <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />- <br />I - <br />L- - - - - - - - - - - <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />(n Illlllltl uttQ <br />O_ 12-27-2021 0 <br />I- W <br />U REVISIONS: <br />U <br />Q No. Description Date W <br />U J <br />0 to <br />O <br />Z Z <br />2 U <br />U <br />W <br />X <br />W STm2mD <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />