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- 11 1 ' - I -- I I I 11 1 1 11 11 'W I I "I I !q^! 1 I I II III I-J—f111 I, III II I I I I I I - -t I I I I I I ' II11111f ,I v I — L \\//\ a a a on CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH � V 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" DEEP) a _ a d. N 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *_BEARINGWRB 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. — — — — — — — UJ o VAPOR BARRIER �\UJ � o x #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 . //�\ /\' #5 IN BRICK LEDGE UNDISTURBED SOIL 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. ri (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 WF OR FIBERMESH > ¢ Q U)CONT W o s LUUj cn — - — — - U W_ FINISH 4.> nt a. °- O GRADE #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. i � I _D o FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E 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 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. 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. 36" MAX VARIES PER — — — — — - -o a — ARCH PLANS .\ ..\ .\ :\ ..\ VAPOR BARRIER IN d \ / FOOTING TO BEAR ON FIRM /�/\ //\�// a• / 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 o1 A� 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 U W1.4 x W1.4 WWF OR d FIBERMESH _rn — D SEE ARCH (MAX 16") O cy C14 A 0 0 U? VAPOR BARRIER \//\\�\\\/\\/� PEX 12" MIN /\/\\/\� 00 U 0 FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL 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 LI- 16" UNDER 2 STORY WALL w/ wtds (2) #5 OR (3) #4 CONTINUOUS J true design studios N 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. G CONCRETE SLAB w/ 6x6 LV (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH j --a--�--- —� -- - a— --d -- — 011H09ON" \/\\ 4 /\ mwi it W 16" VAPOR BARRIER Q ±; Z 0 rn 3 BEARING WALL FOOTING SECTION v Z W W CONCRETE SLAB W/ 6x6 Of W1.4 x W1.4 WWF OR c:) FIBERMESH p 0'-0" A.F.F. ° SEE ARCH a a \d DETAILS>= I� 8" MIN Z ♦ ^ W 8"x8" THICKENED 8" U) FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W 7 U) PLAN J Z LV 4 CURB STEP SECTION 00 Uj O U) W QW 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Q Q 6x6 W1.4 x W1.4 WWF Ui W p LILI OR FIBERMESH VARIES ° SEE ARCH Q Q J W - ° a - (MAX 16") � LL,I LLI LL 12" MIN %\\/\\/\\/\\/\� Z Z VAPOR BARRIER / 6" OPT. EXTENSION IN BRICK I _LOCATIONS ON FND PLAN a Z_ w 12" UNDER 1 STORY WALL w/ W (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 LLI (2) #5 OR (3) #4 CONTINUOUS Abbott Park J O U 5 GARAGE EXT WALL CURB SECTION J U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 003-01-A p FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. w O PROJECT NO: CONCRETE SLAB W/ 6x6 -j 2019.007595 O IL W1.4 x W1.4 WWF OR FIBERMESH Z DRAWN: -- 0 0'-0"A.F.F' SEE ARCH U JMM o --d — — a — (MAX 20" W 0 \\ \\ \\ 4 a a a DEEP) X cHKD: EAF r�\�� W W 4" EXTENSION X , � UNDER BRICK VENEER ♦,�� '(%N LAND ♦� ` I 12" UNDER 1 STORY WALL } �♦ J ••�G E N S c) w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m F Z p o 851 16" UNDER 2 STORY WALL LI-I * k Q Z BEARING CURB STEP SECTION •:• ST E OF 4tj u) LLI z' S ••....•• j 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 III _ HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O 09-23-2019 p �— W cn U_ REVISIONS: LU U- Q No. Description Dat� W � � J } U U) O I— Z Z = O U p W X W ST=2mD n Q CMU/METAL CONNECTOR ENGINEERING