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-11 II' _ ••S 1 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH _ . _.... _ ...-... --- -._ a_ - c I - , n-- - `. ..- J v 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" - a DEEP) \ 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL /�+ \ BEARING CURB -STEP SECTION \_. - CONCRETE SLAB W/ �1 6x6 W1.4 x W1.4 WWF OR FIBER MESH 1 TOP OF SLAB t ....................._ VAPOR BARRIER --� #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 VERTICAL REINFORCEMENT 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 - 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. U) W _ U) CO �io WUj U W p `n U) 4 \�\ ADDITIONAL #4 OR %,`.,'/ #5 IN BRICK LEDGE j 4" OPT BRICK LEDGE i NOTED ON FND PLAN 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 i = U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 ¢ v U) (1) #4 OR #5 WWF OR FIBERMESH 1 > ......... i Q CONT! �. w uJ w U)J p (Y \ 9 - P> >° �• e-a ,,� � FINISH O GRADE 0' fir; 7 7-- LO #4 OR #5 VERT REINFORCING �/\ •'�, / / / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. o FOOTING TO BEAR ON FIRM -- UNDISTURBED SOIL % � \� � ADDITIONAL #4 OR %' #5 IN BRICK LEDGE VERT REINFORCEMENT TO ' HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE / 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 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 W/ (1) #4 OR #5 CONT. \ W1.4 x W1.4 SLAB WWF OR6FIBERMESH MINIMUM 24 (1) #4 OR #5 90` BEND @ 48" O.G. 3VARIES PER 6" MAX ARCH PLANS / q J\\\ 12" MIN I �\ \ VAPOR BARRIER jX X, \ '` 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 1 Q'. 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 3'-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 v 0 FIBERMESH --- - - N. ° -- - - - SEE ARCH o O X (MAX 16") t) VAPOR BARRIER �j r./j 12 MIN APEX owl -� FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN ' �- 12" UNDER 1 STORY WALL N w! (2) #5 OR (2) #4 CONTINUOUS 1 ADDITIONAL NO. 4 OR NO. 5 M -. BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ U_ (,2) #5 OR (3) #4 CONTINUOUS J tds 1 MONOLITHIC FOOTING SECTION j true design studios a) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: p • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U) w- • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Y 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY d SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR � � I FIBERMESH LU \/h a n11H09ON' / i Wit b 16" - VAPOR BARRIER 12f Q :- 0 BEARING WALL FOOTING SEGTION U z w CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR U FIBERMESH -- - if► 0' 0" A. F.F. 0 SEE ARCH p DETAILS 0) 8" MIN h b 0 U) 8"x8" THICKENED 8 Z W FTG AT STEP-DOWN, EE VAPOR BARRIER W PLAN Fm ._� Z CUR-B_ STEP SECTION 0 ® W - - - - -- -_- - j 8" UNDER MASONRY WALL wW CONCRETE SLAB W/ 6" UNDER WOOD WALL Q - z 6x6 W1.4 x W1.4 WWF _ OR FIBERMESH 4 W W 0 VARIES I � w f SEE ARCH W � {MAX 16) � � � �2 -- - W W 121'MIN%/\//�/// i , LL XX VAPOR BARRIER/'\� - _' - �, / / O Z O / P 6" OPT. EXTENSION IN BRICK < 0 LOCATIONS ON FND PLAN I n 12" UNDER 1 STORY WzALL w/ �, 0� (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE D- 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS Q 0 w Abbott Park GARAGE EXT WALL CURB SECTION O U% Q CONTACTEOR PRIOR TO CONSTRUCTION IFANYOFTHE U_ CIO�_..._i FOLLOWING OCCUR: LOT 049-03 A in I • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" -___- ........ ................... W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ~ FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z z PER 3'-0" HORIZONTALL`TO PREVENT EROSION OF SOIL. - 0 CONCRETE SLAB W/ 6x6 PROJECT NO: w W1.4 x W1.4 WWF OR 0 0 FIBERMESH O 2019 0075999 ILL. A.F.F -- - -- SEE ARCH Z DRAWN . .__ O -- a - ..._.- ----- --aG {MAX 20_ ---------—CR® DEEP) ------- ( - W o -- /\'` i CHKD- EAF / •! • L 4" W w 4" EXTENSION Q Q UNDER BRICK VENEER X U) r 12" UNDER 1 STORY WALL ! VAPOR BARRIER ��. �1N• �qN/�,c,,�i w/ (2) #4 OR (2) #5 CONT m `�` •• �,� E N s�`•"T 'ice z i 16" UNDER 2 STORY WALL `' N 85 6 ' w/ (3) #4 OR (2) #5 CONT I w ' `r BEARING CURB STEP SECTION p +-0 * cc ---- ----- — w 9 •. S T E O F 14/ CO .� • O �� `� z - TYPICAL REINFORCING Z �IjsS/ • • •' • ��, BARS AT THICKENED U) �fli•0i�A`"'..�i� ` Q / FOOTING. SEE PLAN w p 09/25/2019 p f' -- MIN 24" LONG #4 OR #5 �_ W BAR SET AT MID -DEPTH I- U) j OF SLAB, TYP ALL U REVISIONS: _ i RE-ENTRANT CORNERS LL - Q No.! Description I Date w . ----........ ---- .....--------- - - - Cn _! U HOUSE SLAB O I-- ........ Z RE-ENTRANT CORNER DETAIL _ __.... .. ! _ ..-_ ._.._ p { (RECOMMENDED) w a PLAN VIEW, DETAIL TYPICAL @ ALL I- RE -ENTRANT CORNERS X IR T w CMU/METAL CONNECTOR ENGINEERING