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UocuSign Envelope ID: 44AFD156-ODDO-42C9-9CO6-36A957C723F8 <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 />(2) ROWS OF 316" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. i D <br />— I 1> EXISTING FOUNDATION. <br />c <br />° D D <br />D \ <br />n — C <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" EDG <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/s' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />ING 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 />CONCRETE SLAB W/ 6x6 <br />W1.4 x WI A WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH <br />- ° - — — — - -- - (MAX 20" <br />d a a - d ° ° — DEEP) <br />a ° 4„ <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />C6* EARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />-n °---a — -- o— --- ° - 4 <br />in <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 />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. <br />VAPOR BARRIER / i � o <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <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. <br />(BEYOND) <br />FLOATING CONCRETE --- w_ <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br />U-BLOCK W/ <br />v� <br />(1)#4OR#5 <br />Q ¢ <br />CONT <br />LU W <br />Uj <br />W <br />N <br />FINISH <br />O <br />GRADE <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 - ADDITIONAL #4 OR <br />UNDISTURBED SOIL #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 />CMU STEMWALL MONO LITHIC SLAB 3 W CONCRETE SLAB W/ 6x6 <br />--T (1) #4 OR #5 CONT— W1.4 x W1.4 WWF OR FIBERMESH <br />8" CMU CHAIR BLOCK W/ (1) #5 <br />CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE <br />, <br />I 24 VARIES PER — — — — — a —° 4 — <br />36" MAX ARCH PLANS <br />4" CONCRETE SLAB W/ ° d ° <br />6x6 W1.4 x W1.4 WWF - T7/ /\ <br />OR FIBER MESH \\/\\ JET/� \\� <br />cn — — - — — — — — j — —° 12" MIN �` ° ° ° % VAPOR BARRIER <br />w z 4° ° ° �/ / FOOTING TO BEAR ON FIRM <br />#4 OR #5\//\\// / UNDISTURBED SOIL <br />=O � REINFORCING PER i \ <br />° ° MONOLITHIC FOOTING <br />a SECTION 6" OPT. EXTENSION b <br />a IN BRICK LOCATIONS <br />FOOTING TO BEAR ON FIRM ON FND PLAN <br />a° , UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT <br />— ° ° ° °' ° MIN 12" //\\//\\//\\//\\//\\//\\//\\ BAR IN BRICK LEDGE <br />4 4° ° ° 16" UNDER 2 STORY WALL W/ (3) <br />#4 OR (2) #5 CONT <br />/\//\//\//\//\//\//\// /\//\//\//\//\/�\ MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />/\/\/\/\/\/\/\/ /\/\/\/ STEMWALL FOOTING TO EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING •. <br />NOTE . IT IS ACCEPTABLE TO SUBSTITUTE THIS .. FTG DETAIL FOR THE "1" <br />/\\//\\/�\\��\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENTTO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />REINFORCEMENT IN LAST REINFORCEMENT <br />STEMWALL CELL 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 />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 <br />WI A x W1.4 WWF OR <br />FIBERMESH <br />�lT\lr// <br />\ o <br />VAPOR BARRIER <br />SEE NOTES (MAX 16") <br />U <br />0 <br />STUCCO OR DIRECTLY ADHERED cli <br />STONE CLADDING FINISH - MIN 6" a, O%rA\ <br />N <br />ALL OTHER EXTERIOR WALL Q - <br />CLADDING -MIN 8", U.N.O. ON ARCH O O <br />��� � APES <br />-C <br />12 MIN \/\/\/\/\/\� 0 U <br />/ <br />� <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURSBOED LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ M <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ILL. <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ LU <br />(2) #5 OR (3) #4 CONTINUOUS Jtds <br />Q <br />true design studies � <br />1 MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />CONCRETE SLAB w/ 6x6 W C <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR � <br />FIBERMESH N g <br />D <br />� ° ° ° 4 J I +° <br />100 <br />16" VAPOR BARRIER Q <br />U) <br />3 BEARING WALL FOOTING SECTION z <br />W <br />W <br />CONCRETE SLAB W/ 6x6 0� <br />W1.4 x W1.4 WWF OR 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. 0 shown using a digital signature. <br />SEE ARCH Printed copies of this document are <br />' e \ DETAILS of considered signed and sealed <br />\\� \�• ° 4 ° d ° o>=ibby <br />nd the signature must be verified <br />a — a 3rd Party Certificate Authority <br />8" MIN O �n \ any electronic copy Z <br />W <br />8"x8" THICKENED 8" (n W LL <br />FTG AT <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN W iiiiiiiiij Z LLJ <br />0 <br />4 CURB STEP SECTION co Uj 0 CI) <br />w Q <br />w Q O <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL Z M Q Q <br />6x6 WI A x W1.4 WWF W W LU <br />Q OR FIBERMESH VARIES ° Q W <br />; ° SEE ARCH M <br />° ° d (MAX 16") LLJ r. <br />/ / /\\/\\/\\/\\/ <br />\\��\ MIN <br />VAPOR BARRIER <br />W <br />6 OPT. EXTENSION IN BRICK O 1— <br />LOCATIONS ON FND PLAN a Z <br />lY � <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ Q W <br />a J <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park <br />GARAGE EXT WALL CURB SECTION O �� - <br />LL <br />5)CONTACT Q w <br />FOR PRIOR TO CONSTRUCTION IF ANY OF THE LOT 030-02 <br />FOLLOWING OCCUR: *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 284' Z <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 <br />PER 3'-0" HORIZONTALLVrO PREVENT EROSION OF SOIL. W <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 O 2021.011077 <br />W1.4 FIBERMESH FIBERMESH Z - _ O <br />0'-0" A.F.F. SEE ARCH = KM E 8-0 <br />U <br />— 4 - — — — — (MAX 20" --- O <br />d a a — ° ° DEEP) H CHKD: MJ P Cn <br />_ 07 <br />a W <br />/Q U � 4" EXTENSION <br />X <br />UNDER BRICK VENEER �•��'IN I Lq ���,U) <br />12W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :1 STORY WALL��, �,�G•E N `S 9 ����; Z <br />-- No 85166 <br />16" UNDER 2 STORY WALL * ; DocuSigned by: •; <br />w/ (3) #4 OR (2) #5 CONT Z * LLL <br />1DACbFF435 <br />6 BEARING CURB STEP SECTION <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 />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />U) ,$itIII111111�'� <br />O 09/16/2021 p <br />f- W <br />CD <br />U REVISIONS: <br />LL <br />Q No. Description Date W <br />(n J <br />� U <br />(� (A <br />O H <br />O -- Z <br />Z- _..._ O <br />W <br />X <br />W ST=2mD <br />CMU/METAL CONNECTOR ENGINEERINGa <br />