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I I ' I 1 1' 1 1 N 1 1' 1 1 ' I 11IF11117117MIN'IN 11g 11rl", 1 111`111113111 11 11111111R 1111, mI I P}W 1 11 ' I I I PI 3ocuSign Envelope ID: CDCDF364-07E8-49F4-8C4B-2A49C84D359F i I I I EXISTING EXTERIOR CMU — 11 MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO - MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ p ° - — — — (2) ROWS OF 3/s' DIA. TAPCONS "r / D D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. I D ° I D \ II ° o. i D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH ° a d DEEP20" d ° ° d ) d —d — — 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 \j\\ in VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I An tar I^US BAR AS AP AS SHOWN i.vry i irvwvo �.vlv�.r�� I � FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, )DEGREE GROUT BOTTOM 3 COURSES - OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL �• CMU STEMWALL MONO LITHIC SLAB WHERE NEEDED - ; 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE 4" CONCRETE SLAB W/ 6x6 W1.4 x 1F STRIP OF WWF FROM F.F.E. TO _ _ _ _ _°° _ _ _ OR FIBER MESH BOTTOM OFFTG. WWF TO------d--- ----�- ----- ra °I• sa EXISTING FOUNDATION FACE w/ ° — — — — — — ° w z < ° D D D U) 0 <� d° ° #4 OR #5 2 ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER ° O z d < ° ° ° ° REINFORCING PER FLUSH w/ 3000psi CONCRETE. I' D m ° d a MONOLITHIC FOOTING d d ° SECTION D D EXISTING FOUNDATION @ ° ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL I d MIN 112, D d 8 CMU WALL OVERHANGS 2.5 OR LESS STEMWALL FOOTING TO EXTEND MIN //\\///\ 12" BELOW MONOLITHIC FOOTING NOTES: /\\\\\\,\\ • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN AST REINFORCEMENT STEMWALL CELL EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB �, ABLOCK W/ (1) #4 OR #5 CONT. — — — — — — — W Q O \/\ VAPOR BARRIER//\\// w� H U oLO #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ��\\i //�\ \\' \\ #5 W ONAL BIRICK EDGE 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. Ah (BEYOND) V) ell FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > s IfEtweZflWwl U) (1)#4OR#5 Q V) CONT w w FINISH O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PACE 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 (f)_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 3Y2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 247/---,0)#4OR#590'BEND@48"O.C. \ \ \ \ d/ VAPOR BARRIER FOOTING TO BEAR ON FIRM 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 1#4 OR (2) #5 CONT 1 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 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli — — — — — — — — STONE CLADDING FINISH -MIN 6" a, O �D p o U ALL OTHER EXTERIOR WALL O \\ \\ \\ \\ \\ \\ D CLADDING - MIN 8", U.N.O. ON ARCH O O 0 c: VAPOR BARRIER \%\\; D \/�\/\/\/\/\/\/P Eno\ 12 MIN/ N U FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J a, BAR IN BRICK LEDGE ILL. 16" UNDER 2 STORY WALL w/ w (2) #5 OR (3) #4 CONTINUOUS J tds J -6 true design studies N 1 MONOLIT_HIC FOOTING SECTION -- _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND A ACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 0 FROM STR TURE STEEPER THAN 1'-0" VERTICALLY PER T-0" H IZONTALLWO PREVENT EROSION OF SOIL. O �6 O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W C FIBERMESH ? e N 11HOMON (D /\\\ \ m/ \ \/� 16" / VAPOR BARRIER Q a W 3 BEARING WALL FOOTING SECTION U CD z w O w CONCRETE SLAB W/ 6x6 II W1.4 x W1.4 WWF OR � FIBERMESH O _ 0'-0" A.F.F. 0 ly SEE ARCH ° DETAILS 8" MIN b \\ i /, z W 8"x8" THICKENED 8"\— U) FTG AT w n/ STEP-DOWN, SEE VAPOR BARRIER W L...�` PLAN z W 1 � 1,C�JRB STEP_ SEC_ TION_ m LLJ O Cn 11 `�'t't' W CC w ~ G 8" UNDER MASONRY WALL z < O CONCRETE SLAB W/ 6" UNDER WOOD WALL z M '" t ' Q Q 6x6 W1.4 x W1.4 WWF w W �y w OR FIBERMESH VARIES d SEE ARCH Q - --- -- ° (MAX 16") N _ — — 4 4a LJ— r_! ///V/`\//V//\//V/\/\ w LL % 12" MIN��/VA/VA/VA/V� z ��AiVVA/ O z VAPOR BARRIER ��; ° a /�//�// 0 � w 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a- z 12" UNDER 1 STORY WALL w/ O (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 J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION 0 (1) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 010-03 )FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z_ z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: w CONCRETE SLAB W/ 6x6 O 2021.003505 W1.4 x W1.4 WWF OR Q UL FIBERMESH z DRAWN: O 0'-0" A.F.F. = c SEE ARCH U LDG —d d (MAX 20" O /\\ LO a ° a d —a — — DEEP) X cHKD: MJP ° d \wV�VA ° w W IlL J 4" EXTENSION X lllrrr�� 0 UNDER BRICK VENEER (iN LA �'�i to 12" UNDER 1 STORY WALL VAPOR BARRIER �00' ��5• C•E N/�'4,�� 0 •• \ S •• j w/ (2) #4 OR (2) #5 CONT � •• � F.••. � 0 16" UNDER 2 STORY WALL W @>dOneci• b} Q w/ (3) #4 OR (2) #5 CONT j p Oi a�,.;.,,w y, -.. *EAR-ING-CURB STEP SECTION S'Fr,l E F •�:44/ < �. 1'cSP.4675 P*F435... z_ Z ��''�S��NAL� �`� Z? TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE AND I I I MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS IL—_—_--_ ----- ----� HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) 1411 111/10%% <( O 03-23-2021 p I— w U REVISIONS: U- � Q No. Description Date w � J Q O i— O z z 0 = o U w x W ST=2mD d Q f%RAII/AACTAI f%fNK1AICf%Tr10 CAI�_IAICCDIAIr