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1n CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a ° - ---- -- a -----a- --d -- \ \ \ ° i i\yam\ in VAPOR BARRIER 3 * BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a 0'-0" A.F.F. SEE ARCH (MAX 20" ° DEEP) d a ° a EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL - VAPOR BARRIER 16" UNDER 2 STORY WALL I BEARING 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. U) Q O VAPOR BARRIER �\\� � woLo #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \\ t, L .- a \/X FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR #5 . //�\ 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 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. Ilk (BEYOND) FLOATING CONCRETE w ! U-BLOCK W/ SLAB W/ 6x6 Wl AxW1.4 U J (1) #4 OR #5 WWF OR FIBERMESH > Q Q U) CONT ,. w w uJ -, , • s -,. ;En cr � FINISH //\//\///\/\ \ \ O GRADE \\/\\//\\/, //\\//\//\ Ox #4 OR #5 VERT REINFORCING \\ % \%\\%\\%\ \\\/ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. Y o o i � I 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 (VTEMWALL CURB SECTION 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 SLAB W/ 6x6 (1) #4 OR #5 CONT. 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 a a\�/\\� \/\\�\\ ///\N//\/// 12" MIN �` ° VAPOR BARRIER /�\//%//%\ \\�//� �' / UNDISTURBED OI FOOTING TO BEAR ON FIRM 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 rlA MONOLOTHIC FOOTING SECTION - 36" MDEPTH *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 0 CONCRETE SLAB W; 6x6 - U W1.4 x W1.4'AVJF OR o FIBERMESH E SEE ARCH N O l'7/-7 �,, T� 7/ - - (MAX 16") U O O /\ N VAPOR BARRIER--/i��J \�' o l% ' 12" MIN%\\/\\/\\/\\/\U')0 //•� I �\/\ \ r\\j�\ \\ \\\\ \ N _c U /00(U c:) FOOTING TO BEAR ON ---- 6" OPT. EXTENSION IN BRICK O FIRM UNDISTURBED LOCATIONS ON FND PLAN ' (B SOIL �- 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS LLI J tds J-6 r_MONOLITHI-C_FOOTING SECTION _ j trace design studios 4)4) Ul CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR CO)FIBERMESH w y ° d Al DR&HOMON' �-cs co 16" VAPOR BARRIER U Q 3 BEARING WALL FOOTING SECTION U U Z W CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR W FIBERMESH Q� 0'-0" A.F.F. C) SEE ARCH O a \ DETAILS d? 8„ MIN / b 0 8'x8"THICKENED - I 8" ZFTG AT LV STEP-DOWN, EE VAPOR BARRIER W PLAN r1\ Z LL CURB STEP SECTION U)Z LV DO JU) \ - w - - - ---_-- w V 8" UNDER MASONRY WALL w Z Q CONCRETE SLAB W/ 6" UNDER WOOD WALL I O 6x6 W1.4 x W1.4 WWF Z > Q Q OR FIBERMESH j SEE ARCH w 0 _ --- VARIES Q LIJ Uj �- -�- -- V-- - ` -- (MAX 16") W_ a >, ° a j �j/ 12' MIN j�\\ LL ' \/�\/�/\//\ 0 Z VAPOR BARRIER '%\\\ c -\\\ F.i \ / / : /, O 6" OPT. EXTENSION IN BRICK 10 1 LOCATIONS ON FND PLAN O F_ 12" UNDER 1 STORY WALL w/ 1 D' Z (2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO. 4 OR NO. 5 ---- BAR IN BRICK LEDGE 0 a 16" UNDER 2 STORY WALL w/ ILL (2) #5 OR (3) #4 CONTINUOUS GARAGE EXT WALL CURB SECTION Abbott Park Q 5 _ O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE -j U) LL FOLLOWING OCCUR: Q LOT 003-02-A p • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28"LLI • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ~ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - 0 >- cl) CONCRETE SLAB W/ 6x6 O PROJECT NO: LU .4 W W1.4 x W11NF OR J 2020.001721 0 FIBERMESH 1 ILL0'-0" A.F.F. 0 - --- -- -- ---a - ----- - -- SEE ARCH Z DRAWN: -� - -- -- -- - - - 20„ (MAX U KG o ` a I - DEEP) ° I �_—a O CHKD EAF to 4" EXTENSION J UNDER BRICK VENEER X U 4 tttttt�� 12" UNDER 1 STORY WALL j ��SIN LqN w/ (2) #4 OR (2) #5 CONT �� VAPOR BARRIER } �� , �F,9 m �• �E N S ' .� Z 16" UNDER 2 STORY WALL •• O 85 66 ••• > W/ (3) #4 OR (2) #5 CONT I W i 6'BEARING CURB STEP SECTION :-o / % S ATE OF .' 4t/Z ' i TYPICAL REINFORCI % BARS AT THICKENE FOOTING, SEE PLAN l r MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN HOUSE_SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS R • (A 0 NG 1 Z is O N A%E %0 D O 02-25-2020 #5 w PTH i co U REVISIONS: w ERs Q No. Description Date W ----i � -� Q 0 � O ~O - J O z m Q U w X W ST 2D W CMU/METAL CONNECTOR ENGINEERING ■�