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)ocuSign Envelope ID: 4AO6B92C-A15B-4928-BAOC-85B36E15FFC1 ° 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --z---° VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) a 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 FIBER MESH TOP OF SLAB Uj \\\\ \ _ a' a a o VAPOR BARRIER I LU o X #4 OR #5 VERT REINFORCING i j UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / . 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ONAL #4 OR FOOTING TO BEAR ON FIRM UNDISTURBED SOIL #5 IN gIRICK LEDGE 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_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > FINISH 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 -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. 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 —° — — — — — a —° a — _\ 1ARCH PLANS I '\ .'\ '\ .\ \ 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 1 VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS -'IR" MAX nF=PTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" 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'-O" VERTICALLY PER T-O" 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 W1.4 x W1.4 WWF OR 6 FIBERMESH rn Q rC — ° — — — — — SEE ARCH N V (MAX 16") 00cy CN \\\/\/\ `N 0 AP�� -� 6 VAPOR BARRIER `// \ \ \ \ \ \// 12" MIN \/\/ N v 00 a) tA O N FOOTING TO BEAR ON ' FIRM UNDISTURBED 6' OPT. EXTENSION IN BRICK r- SOIL 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 +, BAR IN BRICK LEDGE U- _ 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J tds true design studios a) 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: ,?s • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. ' • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 O FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 w (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR cy FIBERMESH F- U) N RIHONON' (I) \ d ° ` m '? :Zz 0� a 16" VAPOR BARRIER Q ' D , U) Q f BEARING WALL FOOTING SECTION U 3 � Z w t4 w CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O FIBERMESH CD 0'-0" A.F.F. SEE ARCH ° a \° DETAILS ; LO \,\\ //\ 8" MIN a O V) \\ / / • /, ZUj 8"x8" THICKENED 8" V�^ ) " FTG AT w Q STEP-DOWN, SEE VAPOR BARRIER Z PLAN U J Z W 4 CURB STEP SECTION Uj O U) p w G W 8" UNDER MASONRY WALL Z_ O y 6" UNDER WOOD WALL W CONCRETE SLAB W/ Z > Q Q 6x6 W1.4 x W1.4 WWF w 0 ' OR FIBERMESH Q Q VARIES SEE ARCH � — 4-4 — ° ° (MAX 16") � W w X O 0 LL LL MIN./ Z r- VAPOR BARRIER // /�. /i�/ O 6" OPT. EXTENSION IN BRICK �- LOCATIONS ON FND PLAN a Z_ 12" UNDER 1 STORY WALL w/ 0 O (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U d BAR IN BRICK LEDGE Q '? 16" UNDER 2 STORY WALL w/ p w (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q O U 5 GARAGE EXT WALL CURB SECTION J CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 050-03-A FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. cn O PROJECT NO: w CONCRETE SLAB W/ 6x6 J 2019.007600 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: 0' _0" A.F.F. SEE ARCH U PML o —° — — — (MAX 20" a ° a I DEEP) F_ CHKD: a J 4" EXTENSION X U UNDER BRICK VENEER < (n 12" UNDER 1 STORY WALL %' `�`, �J5• G N •N�F� ,�� W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :� .•��,� S� •.• �� Z 0 No 85166 Q 16" UNDER 2 STORY WALL W DocuSigned by: W/ (3) #4 OR (2) #5 CONT k� BEARING CURB STEP SECTION O :13 • 7MA(GEF435....•cc, ' Z �i S'/p • E� �` TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 I I I BAR SET AT MID -DEPTH OF SLAB, TYP ALL I I RE-ENTRANT CORNERS IIL---= II— — — — — — — — — — HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS 4fl',,'1' IN Ai 1'� % _O 02-13-2020 0 F- W U_ REVISIONS: LL H Q No. Description Date w J >- U C7 U) O I— Z Z = O U � w X W ST=2mD a- CMUNFTAL CONNFMOR FNGINFFRINr.