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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - - - d a a VAPOR BARRIER 16" 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE ARCH (MAX 20" u DEEP) --�4u 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 12' UNDER 1 STORY WALL 16" UNDER 2 STORY WALL \, 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) V) Q Q 0 VAPOR BARRIER /�� w oLn w \% U)< / #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. w//VAS /w��VA/ 4 TO 5 COURSES: 48" O.C./�// / , ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM `\� ./j ` �" #5 IN BRICK LEDGE 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 02 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 - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 v U) (1) #4 OR #5 WWF OR FIBERMESH > Q U)CONT ,. Uj w ° J wo U) — — — -- e - FINISH O GRADE VA V/VAS\`/V�/V�/;�A�� #4 OR #5 VERT REINFORCING /// /�j UP TO 3 COURSES: 72" O.C. \- 4 TO 5 COURSES: 48" O.C. r o FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL \ #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. (1) #4 OR #5 CONT. -- 3VARIES PER 6" MAX ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE f01MG71 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 9W BEND @ 48" O C. -- —— -� as a a a a \ VAPOR BARRIER FOOTING TO BEAR ON FIRM 4* j UNDISTURBED SOIL �^I 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS )THIC 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 S-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'vV'-5x6 - W1.4xW14VAYFOR \, o FiBERN1ESH m a - I SEE ARCH CD i3 (MAX 16") O O� 0 V;1POR BARRIER—" PEX 1� MIN` N t� IIIco X O Q. FOOTING TO BEAR ON -- /-� `I 6" OPT. EXTENSION IN BRICK r- FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL - (V 12" UNDER 1 STORY WALL %/ 1 M -. (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16'' UNDER 2 STORY WALL wr (2) #5 OR (3) #4 CONTINUOUS J tds i7i trey* design studios � (� MONOLITHIC �FOOTING SECTION - z � CONTACT FOR PRIOR, TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: Y • 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 V-0" VERTICALLY PER S-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 ?'n �. 1HO19ON' U) (D Jas a �4 �. a /\ co W e 16" - VAPOR BARRIER Q d \3 BEARING WALL FOOTING SECTION U W O w CONCRETE SLAB `vVI 6x6 —\ 1N1.4 x',N1 4V A"JI' CR FIBERMESH \ O — _TSEE ARCH DETAILS d. 8" MIN ti Cn Uj z 8"x8" THICKENED 8" U) FTG AT cn W Q 1..L. STEP-DOWN. SEE VAPOR BARRIER Z PLAN U) 7 w CURE STEP SECTION LUL U) W Q - `l' o Ir 8" UNDER MASONRY WALL I Z CONCRETE SLAB NL' —) 6" UNDER WOOD WALL Z M > Q 0 6x6 W1 4 x W1.4 1NVVF W W 1 1 1 OR FIBERNiESI I ,'� VARIES, ^-- - SEE ARCH QQ Q J (MAX 16") Uj Uj ��- 0 X LL LL �- �� a �� 12'MIN;/Z r- VAPOR BARRIER - �; t ✓'' \�\A >� O Q Ll 6" OPT. EXTENSION IN BRICK 0 W a LOCATIONS ON FND PLAN Z t�- { 111f 112" UNDER 1 STORY WALL w,i 0 W I(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL j - - BAR IN BRICK LEDGE <'16'' UNDER 2 S T ORY WALL �^:l Q J I(2) #5 OR (3) #4 CONTINUOUS I Abbott Park Q GARAGE EXT WALL CURB SECTION OJ — U) 4,l CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 005-01-A 0 FOLLOWING OCCUR: _ • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY } (D PER 3'-0" HORIZON T ALLYTO PREVENT EROSION OF SOIL. 0 U) O PROJECT NO w CONCRETE SLAB `A/,' 6x6 - j 2020.001715 LL W1.4xW1./,`ANNFOR \ 0 LL FIBERMESH x\ Z DRAWN: O 0'-0" A F. F. SEE ARCH U PML 0 - n - - (MAX 20" w r - -+- DEEP) CHKD' X EAF cn W W �� r r --- - -- 4 Q Q 4" EXTENSION X U UNDER BRICK VENEER Q 1N Lgrr�r��i U) 12" UNDER 1 STORY WALL I -- } ,% 5 S /,'9 � 0 w/ (2) #4 OP. (2) #5 CONT VAPOR BARRIER m \ Z 16" UNDER 2 STORY WALL w O 85 /66 BEARING CURB STEP SECTION ST E OF - - CD Z �'s`9/ N cn 1"rrrrii�n��` TYPICAL REINFORCING BARS AT THICKENED 0 02-26-2020 FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH \ OF SLAB, TYP ALL RE-ENTRANT CORNERS `I HOUSE SLAB' RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW. DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS F- W U_ REVISIONS: LIJ LL � Q No. Description Date W U) T Q O 0 0 Z 2 0 U w X W ST=2mD W rhAl unnFTAI C`_(1NN1=('_T0P FAIr,INFFRINr.