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DocuSign Envelope ID: B67BDD2C-EF84-4A8D-9270-E2E89C8E5E1C CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH C a ° 4 4 Ile'lcl\F1 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" 4 4° e DEEP) 4" EXTENSION UNDER BRICK VENEER `- 12" UNDER 1 STORY VAPOR BARRIER WALL 16" UNDER 2 STORY WALL BEARING.CURB STEP SECTION 6 CONCRETE SLAB W/ - 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB 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 2 U w w U) n•�L - 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. U) w O U uO ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN C 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/ 64 W1.4xW1.4 c=i J (1) #4 OR #5 WWF OR FIBERMESH > .I ¢ a CONT e ♦ lL w W FINISH f UW p / O T17 rGDE \\ /\\/\�i\\�\\�\\/ #4 OR #5 VERT REINFORCING \ UP TO 3 COURSES: 72" O.C. \ \ \\ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM 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 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. 36" MAX VARIES PER ARCH PLANS MINIMUM 24" ° q a 12" MIN \ ° a \ />\�//\Y\! C.) . d ° CONCRETE SLAB W/ 64 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90" BEND @ 48" O.C. •e 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 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS . '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 0 CONCRETE SLAB W/ 6x6 m U W1.4 x W1.4 WWF OR o FIBERMESH <� _ --- SEEARCHo > VAPOR BARRIER— ��< / ��\\\N LID N APEX C%j 00 FOOTING TO BEAR ON / \:6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN r- 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ LI_ (2) #5 OR (3) #4 CONTINUOUS W J tds O)NFOLLOWILNG ONOITHIC FOOTING SECTION true design stual+asCONTACTFOR PRIOR TO CONSTRUCTION IF ANY OF THE Z OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U) • 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 4- (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH Fw- � ° n DaRsHOMON' /i`.,//\ °.n of/�\ \/� /' T Q if / J i 16" -- VAPOR BARRIER Q a 3 BEARING WALL FOOTING SECTION z w CONCRETE SLAB Wi 6x6 CD W1 4 x W1.4 WWF OR w FIBERMESH CK 0' 0" A.F.F. C) SEE ARCH O DETAILS 4 - d z 8" MIN LID a 0 U) 8"x8" THICKENED 8" Z LL! FTG AT VAPOR BARRIER (n M STEP-DOWN, SEE W n/ PLAN W W j„ Z Um 4� CURB STEP SECTION U) W z co ,J O w 8" UNDER MASONRY WALL CONCRETE SLAB W/ L6" UNDER WOOD WALL i � 6x6 W1.4 x W1.4 WWF -._ OR FIBERMESH W 0 VARIES SEE ARCH W -a - - `-- - ° (MAX 16") Q -- o—�.'—-�- _ VAPOR BARRIER - / '/. / / z O O 6" OPT. EXTENSION IN BRICK < LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ 1 CL Z (2) #5 OR (2) #4 CONTINUOUS �........... ADDITIONAL NO. 4 OR NO. 5 d BAR IN BRICK LEDGE 0 16" UNDER 2 STORY WALL w/ U_ (2) #5 OR (3) #4 CONTINUOUS Q w � J \�l GAO U _RAGE EXT WALL CURB SECTION 0 —Abbott Park Q CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE w FOLLOWING OCCUR: LIL LOT 45-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Z Z PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - (D ((�^ U) CONCRETE SLAB W/ 6x6 V PROJECT NO: w W1.4 x W1.4 WWF OR 0 0 FIBERMESH O 2020.004108 W 0'-0" A.F.F. SEE ARCH Z DRAWN- — ....__..................... ..................-- O _. (MAX 20" = KLH o \� \ 4 LO n �' —� a ._e_ _....' DEEP) W _.. L X EAF / a- J / 4" EXTENSION UNDER BRICK VENEER X U ��m 12" UNDER 1 STORY WALL "� ��%E�C B M(/A wl (2) #4 OR (2) #5 CONT VAPOR BARRIER } �� • • ••. fj� �i� 16" UNDER 2 STORY WALL Q W/ (3) #4 OR (2) #5 CONT W z 668 ned by} Z _ .. r \� 6BEARING CURB STEP SECTION O - SLATE 'F y.441 W U) • *IA'Z4437... zBTYPICALARS ATRHICKOENEDG ��'S;ONA FOOTING, SEE PLAN O 06-05-2020 p f MIN 24" LONG #4 OR #5 I'- W BAR SET AT MID -DEPTH F- U) \� OF SLAB, TYP ALL U REVISIONS: �_ -- ' RE-ENTRANT CORNERS Q No. Description Date --- W J HOUSE SLABI O i I F- O I........ r- - O RE-ENTRANT CORNER DETAIL U o (RECOMMENDED) w PLAN VIEW, DETAIL TYPICAL @ ALL F RE-ENTRANT CORNERS X RLT.qn W W CMU/METAL CONNECTOR ENGINEERING