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DocuSign Envelope ID: 61C906AD-2612-4E77-A048-6555F7A210C8 <br />EXISTING EXTERIOR CMU H <br />MIN. 3" EDGE DISTANCE q 11 <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 ° D <br />OR CUT NAILS @ 24" O.C. COVER D o <br />FLUSH w/ 3000psi CONCRETE. <br />° EXISTING FOUNDATION. <br />D ° <br />°I D <br />I�- <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 />,1 <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ o p — — — — p <br />(2) ROWS OF 3/6" DIA. TAPCONS ° D <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. f <br />° EXISTING FOUNDATION <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 />° <br />— ° — — — — — (MAX 20" <br />a ° ° DEEP) <br />-4 <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 />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />a ° — <br />\\//\ a <br />I". <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />­ IIAITIAII I�US BAR AS <br />_AP AS SHOWN <br />­N 111YAJ VV1 N" I V <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL, <br />CMU IC <br />8" CMU CHAIR BLOCK W/ (1) #5 --\ <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />LOCATE VERTf£At-- <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <br />DEGREE <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />#4 OR #5 <br />REINFORCING PER <br />MONOLITHIC FOOTING <br />SECTION <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <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 hA BLOCK W/ (1) #4 OR #5 CONT. <br />U) <br />\\ \ \ \ <br />0 <br />VAPOR BARRIER ��j\ j � o Q <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C.\//\\/ <br />4 TO 5 COURSES: 48" O.C. \\X17 <br />FOOTING TO BEAR ON FIRM �\�� . \ �'� 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 />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 v J CONT <br />#5 <br />ONT <br />WWF OR FIBERMESH > Q Q <br />�. � w <br />a p FINISH <br />O GRADE <br />\/� Ix /\ <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />/ � I <br />D <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 />(f)_STEMWALL <br />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 />3'Y2" CONCRETE SLAB W/ 6x6 <br />(1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />— <br />\ \\\\\\ <br />\/\\\\ <br />/\�//\// <br />12" MIN` <br />° ° '\ VAPOR BARRIER <br />/%\ <br />FOOTING ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />ON FND 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 />1#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 V-0" VERTICALLY PER T-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") v <br />W1.4 x W1.4 WWF OR d <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" o, O <br />ALL OTHER EXTERIOR WALL <br />CLADDING MIN 8", U.N.O. ON ARCH N�EX <br />O <br />VAPOR BARRIER �// ° �\ AP <br />12" MINA\�\\�\\X\\x\\X\� 00 Q) <br />FOOTING TO BEAR ON \ 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED <br />SOIL LOCATIONS ON FND PLAN <br />N <br />04 <br />12" UNDER 1 STORY WALL w/ <br />ce) <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 <br />J <br />BAR IN BRICK LEDGE <br />LL <br />16" UNDER 2 STORY WALL w/ <br />W <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />%J <br />Jtd <br />true deshp <br />-6 <br />MONOLITHIC FOOTING SECTION <br />z <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />0 <br />FOLLOWING OCCUR: <br />Cl) <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 />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />0 <br />PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />O <br />O <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W 1.4 x W1.4 WWF OR <br />W������������������������������������������� <br />W <br />FIBERMESH <br />~ <br />a <br />M <br />fill <br />\ / VAPOR BARRIER Q <br />0 <br />3 BEARING WALL FOOTING SECTION <br />U <br />z <br />W <br />(D <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />W <br />iZ <br />This item has been electronically <br />FIBERMESH <br />:\0'-0" <br />CD <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />I A.F.F. <br />SEE ARCH <br />� <br />shown using a digital signature. <br />Printed copies of this document are <br />DETAILS <br />not considered signed and sealed <br />>1111111by <br />and the signature must be verified <br />a 3rd Party Certificate Authority <br />8" MIN <br />O <br />on any electronic copy <br />Q W <br />8"x8" THICKENED 8" <br />z <br />W <br />w <br />W <br />FTG AT <br />STEP-DOWN, SEE VAPOR BARRIER <br />W <br />� <br />n/ <br />� z <br />PLAN <br />W <br />4 CURB STEP SECTION <br />m <br />LU O w <br />w <br />Q <br />VAPOR BARRIER <br />W <br />8" UNDER MASONRY WALL Z O <br />6" UNDER WOOD WALL Z In <br />Uj Q Q <br />W w 0 <br />° W <br />SEE ARCH Q Q 2E <br />(MAX 16") w mow/ <br />O \j J L.f� X <br />= <br />LL LL, <br />12"/ MI N\\/\\/\\/\\/\� Z <br />Q Z <br />/ \ / 6" OPT. EXTENSION IN BRICK 0 <br />LOCATIONS ON FND PLAN Z <br />rz � <br />O 0- <br />ADDITIONAL NO. 4 OR NO, 5 U W <br />J BAR IN BRICK LEDGE Q <br />p W <br />Abbott Park Q <br />5 GARAGE EXT WALL CURB SECTION U) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 001-04-1 C W <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY <br />PER 3'-0" HORIZONTALLYTO PREVENT EROSION OF SOIL. � (n <br />PROJECT NO: <br />O LLI <br />CONCRETE SLAB W/ 6x6 J 2021.014968 <br />W1.4 x W1.4 WWF OR O ILL <br />FIBERMESH Z 0 <br />DRAWN: <br />0'-0" A.F.F. SEE ARCH U KME o <br />(MAX 20" L0 <br />—°— --- <br />a — ° ° DEEP) X CHKD. MJP U) <br />\x\x\\/\\ ° ° 41 � J <br />° • d <br />4" EXTENSION <br />UNDER BRICK VENEER Q ���!�,N Lq ���,U) <br />12" UNDER 1 STORY WALL } �����' •E N •NI�'Q ,��� <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .� ,•'� S(.•,is Z <br />16" UNDER 2 STORY WALL W* &,%I&%d b. * Q <br />W/ (3) #4 OR (2) #5 CONT > = ve <br />O :`0 •, .:STATE OF :44/: <br />6 BEARING CURB STEP SECTION w 3F4671D �;... <br />Z ��'S`SIO N L E��`�� > <br />I I <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 <br />RE-ENTRANT CORNERS <br />I II ---_------ <br />-- — — — -- — — — <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />U) �f11,01111110 �� Q <br />O_ 12-30-2021 p <br />H W <br />U REVISIONS: <br />U <br />Q No. Description Date W <br />( J <br />� U <br />O I- <br />0 O <br />= O <br />U 0 <br />w <br />X <br />W ST=2mD <br />W <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />