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DocuSign Envelope ID: AFDOA28B-263E-4E34-9BOA-833B42563918 <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF VWVF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ I ° - - - - <br />(2) ROWS OF 3/s' DIA. TAPCONS D D ° D D <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />EXISTING FOUNDATION. <br />° <br />°I D <br />I, <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />12" UNDER 1 STORY WALL <br />16" UNDER 2 STORY WALL <br />0'-0" A.F.F. SEE ARCH <br />- (MAX 20" <br />d a d DEEP) <br />° d <br />° d- <br />4" <br />L d <br />° <br />�\//"//iT/\ 4" EXTENSION <br />UNDER BRICK VENEER <br />VAPOR BARRIER <br />6 BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />4- - _ - <br />d- Q -r <br />\/\\41 <br />el\ <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />L--- <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />- LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <br />1 OP OF FOU I ING <br />N <br />_T <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 />U) <br />LLJ <br />\\ Of U) O <br />VAPOR BARRIER LU UJ o <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />\ D LA4 OR <br />FOOTING TO BEAR ON FIRM \�/ /� #D N BRICK LLE GE <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 />0'4_' A.F.F. <br />(BEYOND) <br />FLOATING CONCRETE - w U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 ¢ U U)(1) #4 OR #5 <br />WWF OR FIBERMESH > Q Q U) CONT <br />a y W <br />- - - - J � FINISH <br />\// - GRADE <br />j�/j� /j�//\>1 <br />#4 OR #5 VERT REINFORCING \\ ( //\\ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />° D <br />i � I <br />FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR <br />UNDISTURBED SOIL <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" 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 />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL AMU STEMWALL MONO LITHIC SLAB 3 %' CONCRETE SLAB W/ 6x6 <br />WHERE NEEDED (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 �2/-(1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE <br />l MIN 24" LAP d <br />MIN. 3" EDGE DISTANCE I 36" MAX VARIES PER :° - - - - - <br />4" CONCRETE SLAB W/ ARCH PLANS \�'?\\\/\\; <br />STRIP OF WWF FROM F.F.E. TO - - _ _ - �- 6x W1.4 x FIBER W1.4 WWF <br />BOTTOM OF FTG. WWF TO - - __ - - _ - - //\//\//\ 12"MIN 11 d d '\ VAPOR BARRIER <br />° v) - - -d a - - - - - /\/\/ <br />EXISTING FOUNDATION FACE w/ _° p -- - - -- -- - -$ - o w z s < ° d ° i\\/\\/\ \ �/ / FOOTING TO BEAR ON FIRM <br />(2) ROWS OF 3/s' DIA. TAPCONS / D D D ° D ° �e ° °d #4 OR #5 /�\//\\//\ //\/� d' • / UNDISTURBED SOIL <br />OR CUT NAILS @ 24" O.C. COVER , ° O z ° d < ° , ° ° REINFORCING PER <br />FLUSH w/ 3000psi CONCRETE. i vq� ° d ° ° ° MONOLITHIC FOOTING <br />_ 4 SECTION IN BRICK LOCATIONS b 6" OPT. EXTENSION <br />° EXISTING FOUNDATION ° . °. • d FOOTING TO BEAR ON FIRM ON FND PLAN <br />UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL NO.4 OR NO. 5 <br />o ° " I d° MIN112" /\\/\\/\\ BAR IN BRICK LEDGE <br />- <br />• ° a ° <° I //\//\/ 16" UNDER 2 STORY WALL W/ (3) <br />o ° _ �/ ° //j��\�/j�//�� #4 OR (2) #5 CONT - <br />\�\\1\ \'T�T�\T \\ ��'7�\ \\ \/\\/\/\ / n <br />11 ��\\ � ,\\ -� � MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />8 CMU WALL OVERHANGS 2.5 OR LESS •STEMWALL FOOTING TO EXTEND MIN <br />\ 12" BELOW MONOLITHIC FOOTING 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />NOTES: \ \ \\�\\�� • ADDITIONAL 44 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, /\ LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST REINFORCEMENT <br />STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />\1/ 117, \ D <br />\ D <br />VAPOR BARRIER <br />n ° <br />SEE NOTES (MAX 16") U <br />0 <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" rn <br />O <br />N <br />ALL OTHER EXTERIOR WALL <br />CLADDING - MIN 8", U.N.O. ON ARCH <br />O <br />N <br />Er <br />O <br />/ / <br />/\\\/\\\/\\\/\\/� <br />C <br />APES <br />12"MINACNI <br />_C <br />• <br />�\\,/x\ <br />� / <br />o <br />•% <br />cu <br />ca <br />FOOTING TO BEAR ON / <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK <br />SOIL LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ c( <br />:2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J <br />BAR IN BRICK LEDGE U_ <br />16" UNDER 2 STORY WALL w/ Ld <br />:2) #5 OR (3) #4 CONTINUOUSI t'd S J Q <br />true design studios N <br />MONOLITHIC FOOTING SECTION z <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: Y 7 <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. C <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 CO) <br />FROM STRUCTURE STEEPER THAN 1'-O" VERTICALLY 0 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />O <br />Cn <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W C <br />FIBERMESH ~ :3 <br />Uj <br />16" VAPOR BARRIER Q <br />� s <br />0 <br />W <br />3 BEARING WALL FOOTING SECTION Z <br />W <br />0 <br />W <br />CONCRETE SLAB W/ 6x6 cc <br />W1.4 x W1.4 WWF OR This item has been electronically <br />FIBERMESH � signed and sealed by Tustin M Lanier, <br />0' 0" A.F.F. O PE on the date and/or time stamp <br />shown using a digital signature. <br />_ SEE ARCH Printed copies of this document are <br />° ° DETAILS ti not considered signed and sealed <br />v \° d \ d - -� ° �nd the signature must be verified <br />1 a 3rd Party Certificate Authority <br />8" MIN Z �n any electronic copy I - <br />a V, <br />W <br />8"x8" THICKENED 8" � N <br />FTG AT W ry <br />STEP-DOWN, SEE VAPOR BARRIER z 7 <br />PLAN W J Z W <br />CURB STEP SECTION m Uj O Cn <br />W Q <br />w Q O <br />8" UNDER MASONRY WALL Z_ > <br />6" UNDER WOOD WALL z Q a <br />CONCRETE SLAB W/ � L11 � 1 1 1 <br />� <br />6x6W1.4xW1.4WWF W f' W <br />OR FIBERMESH VARIES . ° Q Q � Li.l 2 <br />SEE ARCH <br />VAPOR BARRIER <br />(MAX 16") W LU <br />O <br />°\/ LL_ X <br />/ Z_ a z <br />i <br />/ 6" OPT. EXTENSION IN BRICK 0 H <br />LOCATIONS ON FND PLAN Q_ Z <br />O M <br />ADDITIONAL NO. 4 OR NO. 5 U U- <br />BAR IN BRICK LEDGE Q <br />W <br />Abbott Park Q <br />5 GARAGE EXT WALL CURB SECTION <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LL ¢ LOT 022-03-1 B 0 <br />FOLLOWING OCCUR: - ~ <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" V Z <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY _ <br />PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. (n <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 O 2021.012591 LL <br />W1.4 x W1.4 WWF OR O W <br />FIBERMESH Z DRAWN: O <br />0'-0" A.F.F. SEE ARCH = CD 110, <br />d-d - - -° - -- - -- (MAX 20" U O <br />LLILO <br />x cH1cD: MJP <br />d ° ° <br />°" W J <br />p • d <br />4" EXTENSION x U <br />UNDER BRICK VENEER <�.�`�`�jN Lq ��I (� <br />12" UNDER 1 STORY WALL } ���J ` G E N •�/�9,,��i <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER fb : .• �,� SF••.• �� Z <br />LU No 85166 <br />16" UNDER 2 STORY WALL W Q <br />Z .�. �' ; DocuSigned by: <br />W/ (3) #4 OR (2) #5 CONT ; " LL <br />,. •• 0 <br />6 BEARING CURB STEP SECTION <br />Q '�•�FS•� 0R!�PCj��``� z <br />Z �''�S/OKIALE��`� �S <br />i 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 />� I1 <br />-_---_ -------- <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />(A "4111i11111 W't 9 <br />0 11-02-2021 0 <br />H W <br />U REVISIONS: LIj <br />LI_ F- <br />No. Description Date W <br />U J <br />0 O <br />Z Z <br />= O <br />U � <br />W <br />x <br />W ST=2.D <br />a <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />