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• CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH cli 16" 1 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --0'-0" A.F_F. SUNDER 1ST( 16" UNDER 2 STORY WALL 11 SEE ARCH (MAX 20" - DEEP) j IN, 4" EXTENSION UNDER BRICK VENEER 6 BEARING CURB STEP SECTION 'OR BARRIER CONCRETE SLAB W/ 64 W1.4 x WlA WWF OR FIBER MESH TOP OF SLAB h VAPOR BARRIER - #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. w _ U) o: J O wWU un UJ UJ� Q n N. n L/ e --& FOOTING TO BEAR ON FIRM /\�/. //�\\\' \\ #b W BIR CKLLEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE VERTICAL REINFORCEMENT -- 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 WALLPARTICULARLY 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. Ah_ (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q Q CONT .ti ww w ---.--�---- � I � U) � • � FINISH \//\\'\'\/, "x X /�\/ \ #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 ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO -- HAVE 6" BEND @ BOTTOM N 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 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 --- -- o— — -- -- �- v° --- - - ARCH PLANS C QI\//\\T/j12" MIN X.`'OR BARRIER FOOTING 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 MONOLOTHIC FOOTING_SECTION - 36" MAX DEPTH *NOTE`: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE ' 9" 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 W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH U 0 rn � N (MAX 16") O A PEX u? /V//V�/\/\/\ VAPOR BARRIER /? ; k/, 12" MIN`/\� ��//\�/\\/\�000 U 0 N /\\ /, FOOTING TO BEAR ON ---- FIRM UNDISTURBED 6" OPT, EXTENSION IN BRICK � SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J +, BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL wl L (2) #5 OR (3) #4 CONTINUOUS tds -6 true design studios MONOLITHIC FOOTIN_G_SEC_TION z 1 % CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE / FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUIJD ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O O CONCRETE SLAB w/ 6x6 c (2) #4 OR (2) #5 CONTINUOUS W1 4 x WlA WWF OR LU cy cy FIBERMESH DoRsH019ON' m /t � 11 16" VAPOR BARRIER Q i� U) 3 BEARING WALL FOOTING SECTION U Z ILL! CD LU CONCRETE SLAB W/ 6x6 CK W1 4 x W1.4 WWF OR FIBERMESH O 0' 0" A.F.F. O SEE ARCH � DETAILS ti �..... 8" MIN O V ) 8"x8" THICKENED I 8" I CIO L Q FTG AT-.---1 STEP-DOWN, SEE VAPOR BARRIER LLI 1..` PLAN U J Z W \ /f LU o CURB STEP SECTION LUL.0 Q 8" UNDER MASONRY WALL —I Z < O CONCRETE SLAB W/ — —� 6" UNDER WOOD WALL - IZ M Q Q 6x6 W1.4 x WlA WWF W OR FIBERMESI I I M LU VARIES SEE ARCH 0 Q W 2 -- (MAX 16") O LL 12 MIN j AX \; Z a \iA ` VAPOR BARRIER -- / / W 6" OPT. EXTENSION IN BRICK _ LOCATIONS ON FND PLAN a Z_ 12" UNDER 1 STORY WALL w/ a (2) #5 OR (2) #4 CONTINUOUS �— ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q - -� O U GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR 10 CONSTRUCTION IF ANY OF THE Q LOT 007-01-A 0 \ _= FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" b H • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: LV CONCRETE SLAB W/ 6x6 O 2020.001717 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH = SLC o - ,- U o - -- - - - - (MAX 20„ a d d - ----- DEEP) CHKD. ��- -- W LU 4" EXTENSION -�_ UNDER BRICK VENEER ,,,��N�LA;,;-,-,, 12" UNDER 1 STORY WALL %' �� JJ ��••�� • /� ,�� 0 W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `�� . '� G, E N R �� Z -- o 51 •• 16" UNDER 2 STORY WALL LLl w/ (3) #4 OR (2) #5 CONT Z 0 BEARING CURB STEP SECTION 0�.,• ST E OF •:�w� (� Al �0 N A� - TYPICAL REINFORCING BARS AT THICKENED O 02/2512020 0 FOOTING, SEE PLAN E— LU MIN 24" LONG #4 OR #5 ~ \ BAR SET AT MID -DEPTH U REVISIONS: _ < OF SLAB, TYP ALL Q p No. Description Date ~ I\ RE-ENTRANT CORNERS w \� -- - --- -- --- cn -j - -- - - - -- - - -- - O --- O HOUSE SLAB O Z Z O- - -- — -- - - _ _ RE-ENTRANT CORNER DETAIL U LU (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2,D RE-ENTRANT CORNERS a- (`Ml11MFTAI [:01KINIPCTOR FN[.INFFRINr.