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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 VWVF OR FIBERMESH e a a ° e a 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) ° e 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16, UNDER 2 STORY WALL C6 BEARING CURB STEP SECTION CONCRETE SLAB W/ -- 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB PW6 \\ \\\i\\\// //\\ j o VAPOR BARRIER U o #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. 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 x WWF OR FIBERMESH > e \ \\ #4 OR #5 VERT REINFORCING - • UP TO 3 COURSES: 72" O.C. j _ / x 4 TO 5 COURSES: 48" O.C. \ o o I e -Al FOOTING TO BEAR ON FIRM UNDISTURBED SOIL U-BLOCK W/ (1)#4OR#5 U) CONT w Cn FINISH O GRADE U*) --- ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO J - 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 7 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 a c Qa — 36" MAX ARCH PLANS ° a e /%�/%/j 12" MIN` \ /j,��// e e '\ VAPOR BARRIER a► / FOOTING 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 *'NOTE MONOLOTHICFOOTING SECTION - 36 MAX DEPTH': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" 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 VAPORBARRIER� FOOTING TO BEAR ON \ r� r FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL 1)0. 4 OR NO. 5 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLITHIC FOOTING SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH 16" 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 DETAILS \\\ 8" MIN a 8"x8" THICKENED 8" FTG AT STEP-DOWN, SEE VAPOR BARRIER PLAN CURB STEP. SECTION 8" UNDER MASONRY WALL CONCRETE SLAB W/ I 6" UNDER WOOD WALL 6x6WIAxW1.4WWF OR FIBERMESH VARIES ° e ° VAPOR BARRIER 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 - BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 5 GARAGE-EXT WALL CURB SECTION _ ONTACT FOR PRIOR f0 CONSTRUCTION 1F ANY OF THE/ FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH a e MAX 20" 4 ° e I - - - DEEP) \r ° 1 J 71 i \�6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT - VAPOR BARRIER 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I� 1 HOUSE SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U 0 M 0) Er C c�.i � O O o 0) APEX U) a) w °' z U m W zzz z 100 Z g W tds Q true design studios 0 0_ O 9000 REGENCY SQUARE BLVD. N U_ SUITE 100, JACKSONVILLE, FL 32211 O 904.821.5200 p F- - 0 RHOMON'0 a� 0 • r ., cc ::z O J LL U z 0 >_ 3: 0 0 J 0 z W X W J a V ) x Uj W 0 Z LLJ z p w 0 J U) 2 Q z d. U) W/ W I.L o d' J 00 Lu X V w 0 U_ T Q ti X } �r 0 O 0 0 z = W U z Z Abbott Park a X °W- --- LOT 047-03-A —_ J Q Q U 0 W PROJECT NO: I- 2019.007597 z -- -- - - 0 DRAWN: JMM o CHKD: LL EAF 0 0 O LO rrrr��ir�rii LAAv1 No 85 66 ' � U *; ;* (n .. ccz _ STA OF : UJ Z2 . 0 , 111 N A� ��.. 10-1 b�Si g (D z — REVISIONS: _ < No. Description Date 7 Cl W - -- W H - Q - U U) O ST=2 m D 0 CMUIMETAL CONNECTOR ENGINEERING