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DocuSign Envelope ID. 5953A008-AD2B-44CB-A263-6A20DCB735DF <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. 9 <br />I > ° EXISTING FOUNDATION. <br />° <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 />U-0" A.F.F. SEE ARCH <br />(MAX 20" <br />4 ° �- ° 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 />6 BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />- <br />-a 4 <br />CN <br />4 ° Q <br />16" VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />I A r. 44G rr'1AITIAII If'% IC BAR AS <br />UQ <br />_AP AS SHOWN <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL <br />)DEGREE <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 />M ¢ O <br />VAPOR BARRIER ��j UJ o X <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. \�/�/ /\/Z <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 />C2) <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 />IRV <br />FLOATING CONCRETE w <br />U <br />U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 <br />(1) #4 OR #5 <br />WWF OR FIBERMESH > <br />¢ <br />a to <br />I-- <br />CONT <br />e ♦ <br />, <br />W <br />LU <br />W U) <br />• <br />- - - .�. -_ o. - g -- <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. o <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <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 />T_STEMW��L 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 WINDOWSILL CMU STEMWALL MONO LITHIC SLAB 3'%" CONCRETE SLAB W/ 6x6 <br />WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT.-- W1.4 x W1.4 WWF OR FIBERMESH <br />CONTINUOUS TO EXTEND MIN 24" T MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE - - - - - _ <br />MIN. 3" EDGE DISTANCE MIN 24" LAP 36" MAX VARIES PER <br />- 4" CONCRETE SLAB W/ ARCH PLANS ° 4 <br />6x6 W1.4 x W1.4 WWF <br />STRIP OF WWF FROM F.F.E. TO - - _ _ - - - - = - ° OR FIBER MESH \-Y j�\\ �\ % ° \\ <br />BOTTOM OF FTG. WWF TO °� / / / 12' MIN � a \ <br />` - ° -- -� rn -- ----- - ----j- as-°� �°-==---�---° /\/\/ � /. ° VAPOR BARRIER <br />EXISTING FOUNDATION FACE w/ ° - - - - - - - > - c LU z ° n ° i \ \/ / FOOTING TO BEAR ON FIRM <br />coo(2) ROWS OF 3/s' DIA. TAPCONS D / D D - ° D n co ° ° e° ° °� #4 OR #5 / \/\\\//\/\�/, 4'' / UNDISTURBED SOIL <br />OR CUT NAILS @ 24" O.C. COVER / ° ° O ° a ° REINFORCING PER <br />o U Z ° °, a ° MONOLITHIC FOOTING <br />FLUSH w/ 3000psi CONCRETE. i D �� ��� ° °° < a d SECTION 6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />° EXISTING FOUNDATION @ m ° ° 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 />° de MIN 112" /// /// /// /// /// /// ///\/ BAR IN BRICK LEDGE <br />I • - a ° a ° 16" UNDER 2 STORY WALL W/ (3) <br />• <br />u °< _ _/\/ #4 OR (2) #5 CONT - <br />\\ n <br />8" CMU WALL OVERHANGS 2.5" OR LESS /%/%�/%�/i�/!�/%/%// //\�/i�/!\//!�/�/�� \ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />\\/\\/\\/\\/\\/\\\� i\\\'\\ 12" BELOW MONOLITHIC FOOTING <br />\\\ 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE <br />NOTES: \ \ \\,\\. • ADDITIONAL #4 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 VERTICAL 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 />E <br />O <br />AMA\ <br />c> <br />ALL OTHER EXTERIOR WALL O � <br />CLADDING - MIN 8", U.N.O. ON ARCH cr <br />N 0 <br />�\ 12"MINA APES / / / / / <br />00 <br />C:) 0 <br />FOOTING TO BEAR ON / <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK e-- <br />SOIL LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ M zz <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J <br />BAR IN BRICK LEDGE LL <br />16" UNDER 2 STORY WALL w/tds (2) #5 OR (3) #4 CONTINUOUS LU <br />J <br />J-6 <br />N <br />true design studios <br />1 MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O <br />FOLLOWING OCCUR: Y <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. a) <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 Cn <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O <br />O <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W c <br />FIBERMESH j <br />DIHOMN' <br />in <br />/ 16" / VAPOR BARRIER Q <br />O <br />U <br />3 BEARING WALL FOOTING SECTION Z � <br />W <br />O <br />W <br />CONCRETE SLAB W/ 6x6 of <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 />O PE on the date and/or time stamp <br />0'-0" A.F.F. shown using a digital signature. <br />SEE ARCH Printed copies of this document are <br />4 \a DETAILS not considered signed and sealed <br />4-`�0 � and the signature must be verified <br />by a 3rd Party Certificate Authority <br />8" MIN O n any electronic copy ' w <br />Z VW, <br />8"x8" THICKENED 8" W - <br />FTG AT U n/ <br />STEP-DOWN, SEE VAPOR BARRIER W 1.�.11. <br />PLAN z Z W <br />4 CURB STEP SECTION m Uj O W <br />LU Q <br />w Q O <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ I-� --i 6" UNDER WOOD WALL z Q Q <br />6x6 W1.4 x W1.4 WWF W W 0 <br />OR FIBERMESH VARIES_ r a SEE ARCH Q Q J W � <br />a 4 J° (MAX 16") W UJ <br />0 °o ~ e 1` <br />_ <br />O � X <br />// <br />LL L <br />/ a / 12" MIN:/\/\/\/\/\, z <br />Z <br />VAPOR BARRIER \/� ° 4 �/ \ /\//\//\//%// O <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN a z <br />12" UNDER 1 STORY WALL w/ 0 <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 O d <br />-- BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ Q W <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />aGARAGE-EXT WALL CURB SECTION _j ___ U) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 028-02 0 <br />FOLLOWING OCCUR: -- ---- - <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY - U' <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 O 2021.009237 LL <br />W1.4 x W1.4 WWF OR Q LL <br />0 <br />FIBERMESH z - <br />h 0'-0" A.F.F. SEE ARCH DRAWN: <br />v JAR o <br />- - a- -- - - - (MAX 20" ---------- <br />LO <br />C DEEP) H CHKD: MJP W <br />x <br />4" EXTENSION x 0 <br />UNDER BRICK VENEER ��Lq ���W <br />12" UNDER 1 STORY WALL } ���aJGJ'• (, E N <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` ,• �,� S�`'•,• �� Z_ <br />No 85166 <br />16" UNDER 2 STORY WALL LU <br />Q <br />w/ (3) #4 OR (2) #5 CONT Z :• DocuSigned by: <br />6 BEARING CURB STEP SECTION %�'• T4 <br />Q (� ' = 1 <br />W3� 1 REDE :4'3�t W <br />i <br />'�I,.-JO N Ai E %0 <br />TYPICAL REINFORCING U) <br />BARS AT THICKENED O 08-03-2021 <br />FOOTING, SEE PLAN LU <br />MIN 24" LONG #4 OR #5 ~ <br />BAR SET AT MID -DEPTH 1: <br />REVISIONS: LU <br />_ <br />OF SLAB, TYP ALL �i' I'- <br />RE-ENTRANT CORNERS NO. Description Date W <br />IL---- - - - - - - - (n <br />HOUSE SLAB O z <br />Z -- O <br />= 0 <br />RE-ENTRANT CORNER DETAIL U <br />(RECOMMENDED) Lu <br />PLAN VIEW, DETAIL TYPICAL @ ALL W ST=20D <br />RE-ENTRANT CORNERS a <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />\ b <br />VAPOR BARRIER <br />ON <br />SEE NOTES (MAX 16") U <br />0 <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" Q, <br />0 <br />N <br />