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DocuSign Envelope ID: 944B87A4-AB83-4B43-886B-F48BO5ABCOB7 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - 11II 1 L- 1 -- - EXISTING EXTERIOR CMU MIN. 3" EDC STRIP OF WWF FROM F.F.E. TO 1 MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEF FLUSH w/ 3000psi CONCRETE. - - n n D o G \ n _ n 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE DI STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" Q.C. COVER FLUSH w/ 3000psi CONCRETE. n TING FOUNDATION 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20„ \\� \� \� — ° DEEP) 4„ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB_STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° a — _ 4 a ° d VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 r CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE IN LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL 4" CONCRETE SLAB W/ ° 6x6 W1.4 x W1.4 WWF OR FIBER MESH d ° ° 2 #4 OR #5 REINFORCING PER MONOLITHIC FOOTING n ° ° SECTION } FOOTING TO BEAR ON FIRM ° / UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF \ // — OR FIBER MESH g CMU CHAIR TOP OF SLAB J, BLOCK W/ (1) #4 OR #5 CONT. 1-F 'F _. — — — — - _ w _ U) /\j�\/ Q � o VAPOR BARRIER//\\// � wo x #4 OR #5 VERT REINFORCING\f\\/X\\% ` UP TO 3 COURSES: 72" O.C.\//\\/ //\\//\\/ 4 TO 5 COURSES: 48" O.C. : //� / �/i // a\/ \// •n o �>'\\x ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT -- - 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS --- 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 0'-0" A.F.F. _ (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > - Q Q to CONT 4 , w cU) ' FINISH O GRADE r - V\�\�\l/'w' ,n �� V/ �/��//X//V Q // #4 OR #5 VERT REINFORCING ��%/��/// UP TO 3 COURSES: 72" O.C.�/ 4 TO 5 COURSES: 48" O.C. \/�/ G '� n._ FOOTING TO BEAR ON FIRM -- UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS / 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90" BEND @ 48" O.C. a- -- ° 4 a /\X\ \ VAPOR BARRIER / FOOTING TO BEAR ON FIRM 4' • UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) L4M OR (2) #5 CONT MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING I'llr Mwx-77\\\ \ \ \\ -- A O\ \/ \ \ CLADDING MIN 8 U.N.O. ON ARCH O c vv o/,�% APEX VAPOR BARRIER X/ ` \�/VAjAAA��A�A N V 12" MIN00 /\\/ / / C:) (1) FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J Q BAR IN BRICK LEDGE Li- -4- 16" UNDER 2 STORY WALL w/ Wtds (2) #5 OR (3) #4 CONTINUOUS J J -6 true design studios (D 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. a) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 vi FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O -0 O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR LLI NWAN1111111M a, FIBERMESH 0110MV (D — — - -- — -- \, \\ 4 ° m CL 16" VAPOR BARRIER Q C3 W 3 BEARING WALL FOOTING SECTION v z W W CONCRETE SLAB W/ 6x6 i' W1.4 x W1.4 WWF OR 0 This item has been electronically FIBERMESH 0 signed and sealed by Justin M Lanier, 0'-0" A.F.F. O PE on the date and/or time stamp — 0') shown using a digital signature. W SEE ARCH Printed copies of this document are DETAILS not considered signed and sealed and the signature must be verified by a 3rd Party Certificate Authority \,\\ 8" MIN on any electronic copy ^ n O V J Z L1J 8"x8" THICKENED 8" W FTG AT LU n/ STEP-DOWN, SEE VAPOR BARRIER W 1I....L�. PLAN z W 4 CURB STEP -SECTION m LLJ O U) CK 8" UNDER MASONRY WALL Z_ Q O 0 > Q 6" UNDER WOOD WALL CONCRETE SLAB W/ j--�-�j IZ � � Q Q I I - - - - 6x6 W1.4 x W1.4 WWF _ OR FIBERMESH VARIES = n SEE ARCH in in Q J 2 - ° - — - a (MAX 16") Uj LIJ o /\l \l/\ LL LL \>�\\//\\/'x Z r- VAPOR BARRIER \/� ° 4 /\ �/ \ /\j�//\//\// O \ / 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN Z 12" UNDER 1 STORY WALL w/ W (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 U W BAR IN BRICK LEDGE — 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS � J Abbott Park 5 GARAGE EXT WALL CURB SECTION -- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 005-04-1 C - _ FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — U' PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (n PROJECT NO W CONCRETE SLAB W/ 6x6 O --- 2021.014963 W1.4 x W1.4 WWF OR Q LL FIBERMESH Z DRAWN O 0'-0" A. F. F. _ o --- - --� --- SEE ARCH KME - (MAX 20„ U p �- -- -- — \ \ 4 n a ° - DEEP) CHKD: x MJ P x 4" EXTENSION X U UNDER BRICK VENEER Q % •``IN Lq �'ri U) 12" UNDER 1 STORY WALL �' �`��EN ' - �� w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` ,•''\ SAC`'•, Z - 0 16" UNDER 2 STORY WALL Z k NDocuSigned by:*. r Q w/ (3) #4 OR (2) #5 CONT 6 -BEARING CURB STEP SECTION O TAT OF Cr BE: -- - - - F4671 DAWG-'�.� -_ Q �� FS ' • O R I •' �� Z TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS SEE NOTES (MAX 16") v 6 STUCCO OR DIRECTLY ADHERED vi STONE CLADDING FINISH - MIN 6" > ALL OTHER EXTERIOR W LL `" O 12-30-2021 Q W v REVISIONS: --- - Q No. Description Date F- - ---- W (n J O F— J -- -- p O Z = 0 U W x W T=2mD W CMU/METAL CONNECTOR ENGINEERING