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° 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -- o - — VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH v ° q 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL 0'-0" A.F.F SEE ARCH (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER VAPOR BARRIER 6 BEARING CURB STEP SECTION a 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. n 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. ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE 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_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #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 VERT REINFORCEMENT TO HAVE 6" BEND @ 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 U-BLOCK W/ Ucn J (1)#4OR#5 ¢Q �- � CONT Uj w w � FINISH O GRADE ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN C7 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. VARIES PER- 36" MAX ARCH PLANS 04 ° g�/�Oxx/x//��/\� i X/�/ 12" /IN �` e /\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM OD • a' UNDISTURBED SOIL 6" OPT. EXTENSION I 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 "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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER• D 2 U 6 ri rn 0 N (MAX 16") O LO O A p 12" MIN%/ �y/\/ \/\/\/ N PEX V 00 N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED- — LOCATIONS ON FND PLAN N SOIL 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 w/ LLItds (2) #5 OR (3) #4 CONTINUOUS J _p true design studios 1 -MONOLITHIC FOO-fING.SECTION� _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR. V% • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 vi FROM S FRUCTURE STEEPER THAN V-0" VERTICALLY Q PER T-0" HORIZONTALLY-O PREVENT EROSION OF SOIL. O '6 0 4d CONCRETE SLAB w/ 6x6 C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w FIBERMESH jcn 041HOMON m W d -0 3 BEARING WALL FOOTING SECTION Z w 0 w CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O --' SEE ARCH 0) n DETAILS d 1 \a \ ° >= 8" MIN O U) Uj 8"x8" THICKENED 8" l U) /// FTG AT ��' VAPOR BARRIER w w STEP-DOWN, SEE z Z W PLAN \,_CURBSTEP SECTION O Cn m Uj w w p � - WALL w Q O 8" UNDER MASONRY WALL Z 1 6" UNDER WOOD WALL j Z Uj Q — CONCRETE SLAB W/ �--�- _ _____ � W 6x6 W1.4 X W1.4 WWF _ w 0 OR FIBERMESH I VARIES ° SEE ARCH ¢ p i I o . ° (MAX 16") �, \ \� x Iq 'i 12" MIN \ \%\�/\\/\\/\\ / Z VAPOR BARRIER — ;/, 1. a •ii �• ^\%\. ' \i`,\\/,\\/i�\/%�\//�\/% O 0 - 6" OPT. EXTENSION IN BRICK W LOCATIONS ON FND PLAN Z 12" UNDER 1 STORY WALL w/ _ 0 (2) #5 OR (2) #4 CONTINUOUS — ADDITIONAL NO. 4 OR NO. 5 C) LL a BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ p J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q __...� 0 0 i GARAGE EXT WALL CURB SECTION ILL CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 001-02-A 0 FOLLOWING OCCUR: — - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — 0 FIER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 CA PROJECT NO: W CONCRETE SLAB W/ 6x6 0 2020.001718 LL W1.4 x W1.4 WWF OR 0 0 FIBERMESH Z 0 DRAWN, — 0'-0"A.F.F. SEEARCH = KG o` --� (MAX 20„LLI 0 O ' + DEEP) cHKD -- — -- '� - P X EAFcn 4" EXTENSION Q U UNDER BRICK VENEER U) r- 12" UNDER 1 STORY WALL I w/ (2) #4 OR (2) 45 CONT � VAPOR BARRIER m Z cl 16" UNDER 2 STORY WALL w w/ (3) #4 OR (2) #5 CUNT Z> 7 0 6)�_BEARING CURB STEP SECTION W m _ g C7 Q Z fTYPICAL REINFORCING BARS AT THICKENED j FOOTING, SEE PLAN -- MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH j OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z O_ 02-25-2020 0 I- W W v REVISIONS: - - - - - a: Q No. Description Date w J _ a _ j -- O Z Z 2 0 U � w x W STm2mD a CMIUMETAL CONNECTOR ENGINEERING¢