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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE ARCH ° - -- (MAX 20" - DEEP 4 - -- - --- 4" EXTENSION UNDER BRICK VENEER F12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL (6 L f BEARING CURB STEP SECTION '1 CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT U w VAPOR BARRIER VA w C Q #4 OR #5 VERT REINFORCING\\/ '-� � x / UP TO 3 COURSES: 72" O.C. A/LL VAS\� 4 TO 5 COURSES: 48" O.C. A FOOTING TO BEAR ON FIRM\\i/ \\�\\//\ - ADDITIONAL #4 OR /, #5 IN BRICK LEDGE UNDISTURBED SOIL VERTICAL REINFORCEMENT \ OPT BRICK LEDGE N 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. U-0" A. F. F. - - (BEYOND) _ FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 Wl AxW1.4 v J (1) #4 OR #5 WWF OR FIBERMESH > - of Q Q U)CONT LU U � FINISH O GRADE \///�/�\/\/;� )01i #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i FOOTING TO BEAR ON FIRM - - U� 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 Cf)_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. -- - �a VARIES PER — - - - 36" MAX ARCH PLANS X AAA //VX��x// 12" MIN �`� •° ° `� VAPOR BARRIER i\ \ / 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 wl (2) #5 OR (3) #4 CONTINUOUS -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 CONCRETE SLAB '4Ni 6x6 W1 4 x'Wi 4 VJ\ JF OR RBERME-SH SEE ARCH ( MAX 16") -17 VAPOR BARRIER rV, ,A FOOTING TO BEAR ON — -�_� �-- "OPT EXTENSION IN BRICK FIRM UNDISTURBEE, LOCATIONS ON FND PLAN SOIL 112" UNDER 1 STORY WALLw, 1(2) #5 OR (2) #4 CONTINUOUS 1 ADDITIONAL NO. 4 OR NO. 5 ---� BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ �(2) #5 OR (3) #4 CONTINUOUS \ _MONOLITHIC FOOTING SECTION- \ CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE \ FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER S-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CON7INUCUS - W1.4 x W1.4 WWF OR FIBERMESH iv, �- 16 VAPOR BARRIER „ I'e BEARING WALL FOOTING SECTION CONCRETE SLAB 01, 6x6 - W1.4 x V-,/1.4 \NVVF OR \ FIBERMESH SEE ARCH DETAILS - 8" MIN 8"x8" THICKENED 8" FTG 4T STEP-DOWN. SEE I VAPOR BARRIER PLAN CURB_ STEP -SECTION 8' UNDER MASONRY WALL CONCRETE SLAB W/ -� --- -I 6" UNDER WOOD WALL 6x6 W1.4 x 41/1 4 WWF _ OR FIBERMESH VARIES SEE ` �, SEE ARCH - - (MAX 16") �< r 12 M I N \A/j VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 112" LINDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 1 16" LINDER 2 STORY WALL w! L;2) #5 OR'3) #4 ONTINU_JL!- GARAGE EXT_WALL -CURB SE_CTIO_ N CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ' FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER,. THAN V-0" VERTICALLY PER T-0" H-ORIZONTA.LLiTO PREVENT EROSION OF SOIL. CONCRETE SLAB W.'6x6 -\ 1N1 4 x VV1.4 VvvVF OR \\ FIBERMESH - � 0'-0" A_F F.F. - -- SEE ARCH (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL wi (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT r BEARING -CURB STEP SECTION TYPICAL REINFORCING BARS AT THICKENED FOOTING. SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL I RE-ENTRANT CORNERS HOUSE SLAB, I RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW. DETAIL TYPICAL @ ALL. RE-ENTRANT CORNERS U 0 ch rn �" CD )ftA\ N � � O Q U) APEX -r- 0 W z U m W W z Z tds W N Q true design studios W' O -� 9000 REGENCY SQUARE BLVD. a) W SUITE 100, JACKSONVILLE, FL 32211 0 904.821.5200 p Q w C: 0 Cy a_ W O0 ,#�� Q A 4010 O J LL .. Q C! U z_ C� O J O 2 W H X J Q � vJ X W 0 m 0 = z W W O z O W J Q O Z W W O 0 Ww ¢_ 0 LL LLI LL_ Q ti U X } r- U' O z0 O Z W 2 � U Z Abbott Park W U_ a- LOT 006-01-A W Q _I Q U U) 0 W PROJECT NO. F- 2020.001716 z DRAWN: SLC W C H KD: EAF 0 0 O LO \ U) W / U J (� >z Q tY i U) 02-25-2020 0 z REVISIONS: < No. Description Date 0 W — - �2 — � H W U U) ST Z ■ O 0 rfim I/hnF:rAe rnMNl:rT0P I:tiriti;:9:Ritir.