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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH � ° d ° - -\\ /x`/ 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) d /x/ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *gEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. — — — — — — — Q LU Q o VAPOR BARRIER - //\\\/ w � 0 o #4 OR #5 VERT REINFORCING / UP TO 3 COURSES: 72" O.C. //\\//\// X 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM\/ ADDITIONAL #4 OR //�\ �' #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. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > e Q ~ cn w CONT 0 FINISH O GRADE LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. p o o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E 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. CONCRETE SLAB W/ 6x6 () W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. VARIES PER 36" MAX ARCH PLANS ° d ° /\ 1 / / / \\ / /` ° \ r \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 (ol A1 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 Wi 6x6 W1AxW1.4WWFOR FIBERMESH c �\ VAPOR BARRIER U 0 > E O SEE ARCH C3 (MAX 16")O _ o — - N I O 04 N cl FOOTING TO BEAR ON FIRM UNDISTURBED OPT. 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EXTENSION IN BRICK O E- _I 1 LOCATIONS ON FND PLAN a z 1-._..- ADDITIONAL NO. 4 OR NO. 5 U BAR IN BRICK LEDGE Q W � Abbott Park JQ 5 GARAGE_ E__XT WALL CURB SECTION U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE w LOT 004-02-A 0 FOLLOWING OCCUR: Q Fw- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY _0 PER 3-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (n O PROJECT NO: W CONCRETE SLAB W/ 6x6 J 2020.001722 W1.4 x W1.4 WWF OR FIBERMESH Z DRAWN: O -----_ - - A.F.F_ SEE ARCH U KG o (MAX 20„ ° d ° ° a DEEP) CHKD: U) X EAF W W 4" EXTENSION X U UNDER BRICK VENEER <��`''iN' Lq ��,�♦ ------------ ,, 12" UNDER 1 STORY WALL ••••N •� ♦ 0 Z W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� •'�,\�� E N S'� ♦�♦' ' Q i i 16" UNDER 2 STORY WALL Z * NO $5 66 w/ (3) #4 OR (2) #5 CONT 6BEARING -CURB STEP_ SECTION �:,. S ATE OF ••:� U) / Q ♦♦ �cs • O R , • • C? ��` z TYPICAL REINFORCING i BARS AT THICKENED Q 02-25-2020 FOOTING, SEE PLAN F_ w j -- MIN 24" LONG #4 OR #5 U REVISIONS: BAR SET AT MID -DEPTH _ OF SLAB, TYP ALL U_ I— j No. Description Date RE-ENTRANT CORNERS Q W �I -— — — — ---- (A J HOUSE SLAB 0 O i RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS VAPOR BARRIER z O 2 � U w I— x W ST=2mD d CMU/METAL CONNECTOR ENGINEERINGa