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16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER *REARIING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH e° d 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL 0'-0" A.F.F. SEE ARCH (MAX 20" DEEP) a e. } 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 8" CMU CHAIR TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. U) Q o VAPOR BARRIER �\ W o #4 OR #5 VERT REINFORCING / / UP TO 3 COURSES: 72" O.C. \/\ //\/\/\\\// 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR #5 . //�\ /\' #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE NOTED ON FND PLAN 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 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. 1-6 (BEYOND) FLOATING CONCRETE _w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > �4 #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 VERT REINFORCEMENT TO HAVE 6" BEND @ 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 U-BLOCK W/ U J (1)#4OR#5 Q CONT w w FINISH O GRADE Q //j</j\//\ p ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN TSTEMWALL 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. CONCRETE SLAB W/ 6x6 ( 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 12" MIN` ° ° e \ 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 rl \ 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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR Uo FIBERMESH rn O — °°--�-----°— SEE ARCH N � (MAX 16") 00 CN VAPOR BARRIER APEX -� MIN./\/\/\/\/\� N U co 0 CID FOOTING TO BEAR ON /\ / FIRM UNDISTURBED 6" OPT, EXTENSION IN BRICK 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 LL 16" UNDER 2 STORY WALL w/ Ltds (2) #5 OR (3) #4 CONTINUOUS J .Q J N true design studios > 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O Cl)CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH DoRtH09ON" J LIJ 16" VAPOR BARRIER Q 3 BEARING WALL FOOTING SECTION z w 0 w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR 0 FIBERMESH 00 0'-0" A.F.F. _ SEE ARCH ') ' e DETAILS � � LID 8" MIN O ' ^ M 8"x8" THICKENED 8" WW � W FTG AT STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m Uj O w w Q w Q O 8" UNDER MASONRY WALL Z_ 6" UNDER WOOD WALL z Q Q CONCRETE SLAB W/ Z W 6x6 W1.4 x W1.4 WWF ILU OR FIBERMESH VARIESv� a SEE ARCH Q LU W (MAX 16") � � e O X \ LL LL 12' MIN \\/\\/\\/\\/\ j Z /\\/\\\/\�\///\//�\\/\\\ 0 Z a VAPOR BARRIER �/\ \ \/ O 6 OPT. EXTENSION IN BRICK 0 H LOCATIONS ON FND PLAN a Z_ 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE <- 16" UNDER 2 STORY WALL w/ w (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 004-01-A w 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 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: W CONCRETE SLAB W/ 6x6 J 2019.007596 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z 0 oRawN. jI 0'-0" A.F.F. SEE ARCH U LDGMV o (MAX 20" d e ° e i — — — DEEP) cHKo: EAF d ° e a 4„ w J ° e / 4" EXTENSION X ,,tf►filll/j��, U) UNDER BRICK VENEER ` �'(1N LqN,''�., 12" UNDER 1 STORY WALL �" ��, ,.• �G E NSF•.R ♦♦ice Z VAPOR BARRIER m w/ (2) #4 OR (2) #5 CONT Q � �• O 85 6 •� 16" UNDER 2 STORY WALL Z w/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION ww 1� :• S ATE OF 4U Z ♦ Fs •< O R O ��Z ♦ — •....... TYPICAL REINFORCING BARS AT ENED FOOTING, rS SEE MIN 24" LONG 44 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I I RE-ENTRANT CORNERS I II -------------- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS NAl- O_ 09-1-19 p F-- W U_ REVISIONS: U- Q No. Description Date w ( J } U O 1— Z Z 2 O U p w X W STm2mD a_ CMU/METAL CONNECTOR ENGINEERINGQ