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:�ocusign envelope ID. BA90027F-306F-48B1-A537-1FF164EA6312 4 ° 4 ° 16" n CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° 4 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4xW1.4VVWFOR FIBERMESH ° 4 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) 4 - 4„ 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB r b77- �rr -cam r - Lu /\\\%\\\/\ j Q o VAPOR BARRIER/\\/ LLJ w wo / cn #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. x t� L e V FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM 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 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 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. AEIVA2a (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES' 48" O C - U-BLOCK W/ U J (1)#4OR#5 a w CONT n y W W uJ w J w FINISH 0 GRADE 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 -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 C 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. CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. 36" MAX VARIES PER ARCH PLANS a as a 4 4A 7/ \12" MIN VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS -- ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 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 V-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 U 0 co �. SEE ARCH N \ O (MAX 16") U \/ p Z.MIN/\ PEX -C • �/� '\\r\\i\\ \\ \\ \\ \\ c� c� •Yi r.//i.// /// 00 N �a) FOOTING TO BEAR ON r / 0 N FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS LLI J tds (PFOONOLITHIC FOOTING SECTION true design studios DONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z LLOWING OCCUR: Q *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" CA . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 ch PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O t3 CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR � FIBERMESH W ~ CD ° 4 ° a 4 4 >\ UsHOMON' m / 16" VAPOR BARRIER Lu ZZ: C� 3 BEARING WALL FOOTING SECTION } z W CONCRETE SLAB W/ 6x6 (D W1.4 x W1.4 WWF OR W FIBERMESH 0f 0'-0" A.F.F. 0 4 - SEE ARCH p \ a \4 ° 1 DETAILS \�\//�. \ 4 --- -' 8" MIN LO ° /. a O O 8"x8" THICKENED 8" Z U) w FTG AT STEP-DOWN, EE VAPOR BARRIER co V J ��/ PLAN W W ly CURB STEP 4 z um SECTION U Z LV m O � J _ 8" UNDER MASONRY WALL W G W z QCONCRETE SLAB W/ 6" UNDER WOOD O WALL _ i � 6x6 W1.4 x W1.4 WWF Q OR FIBERMESH VARIES 4 SEE ARCH W -- - -- (MAX 16") Q W W uj - - _ o _!LLJ / w 4 \/ 12" MIN\�/\\/\��\\/\� J \\ ° � j r \\ \\\/\//\\\ z VAPOR BARRIER \// ° 4 Z r;\ \ �. O \ / 6" OPT. EXTENSION IN BRICK < 0 LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ d Z (2) #5 OR (2) #4 CONTINUOUS j ADDITIONAL NO. 4 OR NO. 5 _ BAR IN BRICK LEDGE 0 a 16" UNDER 2 STORY WALL w! LL (2) #5 OR (3) #4 CONTINUOUS —� Abbott Park Q 5 GARAGE EXT WALL CURB SECTION O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE -� - - (A FOLLOWING OCCUR: LOT 008-02 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-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - (D } U) CONCRETE SLAB W/ 6x6 PROJECT NO: w W1.4 x W1.4 WWF OR 0 0 FIBERMESH Q 2020.004112 LL 0'-0" A.F.F. SEE ARCH Z - - _ O ---- --- - DRAWN: —4 - - - -- - - -(MAX 20" r \ \ a 4 — DEEP) ° 4° ° 4 ° 4 ' I=UI I KG LO d — CHKD: w EAF W 4" EXTENSION UNDER BRICK VENEER X ,`tttt��B �nR��I,U � . � . U� 12" UNDER 1 STORY WALL ,�� {", S 9 ��,cn VAPOR BARRIER ��: ��. •'•E N ••�.' w/ (2) #4 OR (2) #5 CONT } om Po kgn&jd IYU: z 16" UNDER 2 STORY WALL Qft w/ (3) #4 OR (2) #5 CONT Z- Q -- - BEARING CURB STEP SECTION ;,� s`raT of .•� o OW .,� '�4437.rn TYPICAL REINFORCING Z BARS AT THICKENED FOOTING, SEE PLAN O 06/02/2020 p MIN 24" LONG #4 OR #5 �_ W \ I BAR SET AT MID -DEPTH I- (n OF SLAB, TYP ALL U_ REVISIONS: RE-ENTRANT CORNERS LL - m Q No. Description Date I� -- ---- - - w - -- - -- -- -- U' - -- G7 HOUSE SLAB O - - - Q — -- - Z -- —.! Z RE-ENTRANT CORNER DETAIL = O (RECOMMENDED) w PLAN VIEW, DETAIL TYPICAL @ ALL I— RE -ENTRANT CORNERS X W ST=2D CMU/METAL CONNECTOR ENGINEERING¢ CONCRETE SLAB W/ 64 W1.4 x W1.4 WWF OR FIBERMESH / VAPOR BARRIER