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I �1 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \\//\ a 16" VAPOR BARRIER 3 BE WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH — (MAX 20" \\ d ° a 41 - a° DEEP) a a a a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR o FIBERMESH —------- SEE ARCH N p CONCRETE SLAB W/ \ \ \ \ \ o D (MAX 16") U 6x6 W1.4 x W1.4 WWF \ \ \ \ \ \ OR FIBER MESH /cy 8" CMU CHAIR \\ \\ // ///\/\/\ N O TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. VAPOR BARRIER //\ p p 12" MIN.`//\\//\\//\\//\\//\� APEX � //\ \ /�\\i \\/\\/\\/\\/\\ \\\ N 00 Uj W Q O FOOTING TO BEAR ON OPT. EXTENSION IN w w FIRM UNDISTURBED . BRICKCk VAPOR BARRIER LOCATIONS ON ND PLAN N U o SOIL 2 12" UNDER 1 STORY WALL w/ N #4 OR #5 VERT REINFORCING /\ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ch UP TO 3 COURSES: 72" O.C. / / BAR IN BRICK LEDGE J 4 TO 5 COURSES: 48" O.C. :�/\\/ /\\/�\// , 16" UNDER 2 STORY WALL w/ LL. \\/ (2) #5 OR (3) #4 CONTINUOUS L J tds \j L �j\\j MONOLITHIC FOOTING SECTION j true design studios °� �\ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE z ADDITIONAL #4 OR FOLLOWING OCCUR: O FOOTING TO BEAR ON FIRM \/ . //� / ' #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" (n UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. 4" OPT BRICK LEDGE FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 VERTICAL REINFORCEMENT NOTED ON FND PLAN PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O TO HAVE 6" BEND AT BOTTOM CONCRETE SLAB w/ 6x6 O CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH W cy 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 1F- v� ° OsKsHOMON" 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. 16" / VAPOR BARRIER LUJ 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Q r ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR W FIBERMESH w 0'-0" A.F.F. 0 _ SEE ARCH 0 0'-0" A.F.F. a a \° DETAILS 0) (BEYOND) '\/\ ° — — — —� 1` FLOATING CONCRETE w_ = U-BLOCK W/ \�\ \ \ 8" MIN LO SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ CONT 0 LU �L W o 8"x8" THICKENED 8„ Z °- FINISH FTG AT (n M O GRADE STEP-DOWN, SEE VAPOR BARRIER w LLJ PLAN Z LL Z / ? w\ /� CURB STEP SECTION `t O_ to #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. W 4 TO 5 COURSES: 48" O.C. \ p D ° 8" UNDER MASONRY WALL W CONCRETE SLAB W/ 6" UNDER WOOD WALL \ 6x6 W1.4 x W1.4 WWF I ° I Z / Q Q \\ /� OR FIBERMESH VARIES SEE ARCH w ADDITIONAL OR FOOTING TO BEAR ON FIRM — — Fa (MAX 16") < _j W w UNDISTURBED SOIL — — — °a — a #5 IN BRICK LEDGE VERT REINFORCEMENT TO % //\/�/\/�/\/ �\//\//\//\/\/\ 0 LL HAVE 6" BEND @BOTTOM 4" OPT BRICK LEDGE \\"�\\ ` \\�\ \j\�� \/ \/ \/ \/ J X ° 12" MIN. \ \ \ \ \ NOTED ON FND PLAN \//\ �\ �'/��/�\\/�\\/�\\/�\\ z LL r CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER / 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT y/\\ /� z 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / 6" OPT. EXTENSION IN BRICK < W LOCATIONS ON FND PLAN STEMWALL CURB SECTION a z 7 12" UNDER 1 STORY WALL w/ Of 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS I ADDITIONAL NO.4 OR NO. 5 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 BAR IN BRICK LEDGE U COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ Q MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY Abbott Park J ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION Q ��,��JJJJJJ O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE _j (q FOLLOWING OCCUR: LOT 002-01-A Q • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Q W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY V Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 CONCRETE SLAB W/ 6x6 O PROJECT NO: w W1.4 x W1.4 WWF OR W FIBERMESH O 2019.007594 0 0'-0" A. F.F. — CONCRETE SLAB W/ 6x6 a d ° a ° SEE E )j ARCH = DRAWN: O (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH �—°— — ° _ — — — — U LDG � MINIMUM 24 (1) #4 OR #5 90° BEND @ 48" O.C. '�\//\\//\ a ° — — a LU cHKD: LO 36" MAX VARIES PER — — — a \\\/ \///\/\ \ w w ARCH PLANS /i / 4" EXTENSION 04 ° /\\/�\/�\/�\/�\� UNDER BRICK VENEER Q Q \; ° VAPOR BARRIER 12" UNDER 1 STORY WALL ,�� J •• • . � • • �N/� �j� cn 12" MIN a \ w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER } ,� , •• G N .• i� V, UNDISTURBED SOIL FOOTING TO BEAR ON FIRM S m ; • •. \ � '.•• �= Z_ \�\X / / 16" UNDER 2 STORY WALL N 51 / \ ; w/ (3) #4 OR (2) #5 CONT Z * •� 6" OPT. EXTENSION >> _ IN BRICK LOCATIONS > Q ON FND PLAN BEARING CURB STEP SECTION O .. -0 .Cc 12" UNDER 1 STORY WALL w/ W i� '.• ST E OF 441 ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS P BAR IN BRICK LEDGE Q ��0��•'�� 0 R � O•.•• z 16" UNDER 2 STORY WALL w/ G\ �, Z TYPICAL REINFORCING Z �� S •••••"•••• t� BARS AT THICKENED cn �i,N A� (2) #5 OR (3) #4 CONTINUOUS I �� S� FOOTING, SEE PLAN 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH I I 091,19 MIN 24" LONG #4 OR #5 H W *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE BAR SET AT MID -DEPTH "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG OF SLAB, TYP ALL U REVISIONS: w DEPTH EXCEEDS 28". RE-ENTRANT CORNERS LL = � _ IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE i i L — — _ _ _ _ Q No. Description Date STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS w TWO CHOICES: I I = _ — _ — — — — — — — Q 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION �— — — — — — — — — — OF SOIL. HOUSE SLAB: O 2. USE STEMWALL FOOTING J O O Z RE-ENTRANT CORNER DETAIL = O m� lip (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U w I— X W STm2D CMU/METAL CONNECTOR ENGINEERING