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1 * • 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER BEARING WALL FOOTING SECTION JI CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F;F. SEE ARCH —, — — a — — — — (MAX 20" 4 ° a e I DEEP) /1 41, i /, 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x WIA WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB I BLOCK W/ (1) #4 OR #5 CONT. W % Q Q 0 VAPOR BARRIER �� j// I � 0 0 #4 OR #5 VERT REINFORCING �\ UP TO 3 COURSES: 72" O.C. \//\/ I /\ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM \i/, /\\, \X, ADDITIONAL #4 OR UNDISTURBED SOIL / #5 IN BRICK LEDGE VERTICAL REINFORCEMENT 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 (2W5 CONT 2-STORY: 10" x 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 U-BLOCK W/ SLAB W/ 6x6 WI AXW1.4 (1) #4 OR #5 WWF OR FIBERMESH > Q � CONT s • OCT!W W y .— --L —A.� • co FZ'FINISH • .. s.. p GRADE \/\\/��/\�/\� r /\�/�\//\ \ #4 OR #5 VERT REINFORCING //\\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48' O.C. / • e \ I FOOTING TO BEAR ON FIRM /\ UNDISTURBED SOIL ADDITIONAL #4 OR #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 T_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: 3 MAX VARIES PER ARCH PLANS 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE 1 12" MIN CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24" , (1) #4 OR #5 90' BEND @ 48" O.C. _ e _ 14 VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ ,2) #5 M (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ :2) #5 OR (3) #4 CONTINUOUS *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" FTG DETAIL SPECIFIED ON THE FDN PLAN Q 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-O" 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 C� L C? 0 rn °-------,— . SEEARCH N A > \\ \\ \\ \\ \\ \\ e p e (MAX 16") 0 O 75 VAPOR BARRIER/\�\\ .' \/ \\/\/\ �- / � " .\\\\\ APES \/ / 12 MIN./\\ \\\'/\\\i �/ \ � 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 a BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J tds j� J true design studios 4)4) &FOLLOWING NOLITHIC FOOTING SECTION NTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE OCCUR: Y N' • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SURE 100, JACKSONVIILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0' PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O �' 0 N'' CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR LU FIBERMESH F- 4 offfiffoN ci \�\\ . a / m 16" — VAPOR BARRIER Q a t G7 3 BEARING WALL FOOTING SECTION U Z W CONCRETE SLAB W/ 6x6 Ix W WIA x W1.4 WWF OR 0 FIBERMESH 0 dN 0'-0" A.F.F. 0 e — SEE ARCH ° q \° DETAILS \ \ a a 8" MIN ~ ♦♦ ^^ Z L� 8"x8" THICKENED 8" CO FTG AT V) W w.. VAPOR BARRIER STEP-DOWN, SEE z z W PLAN 4 CURB STEP SECTION m Uj O Cn Ix W Q 5 W �8" UNDER MASONRY WALL Z_ CONCRETE SLAB W/ 6" UNDER WOOD WALL > Q Q Z M A 6x6 W1.4 x W1.4 WWF W ■■■■■ W OR FIBERMESH VARIES SEE ARCH Q J — — —' — e — 4+ — ° (MAX 16") W W a < ea O x LL \/\/ O Z VAPOR BARRIER/�\ a �/' \ /�//�//�//i// p 6" OPT. EXTENSION IN BRICK LU LOCATIONS ON FND PLAN d Z W_ w 12" UNDER 1 STORY WALL w/ a- (2) #5 QR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 V 16" UNDER 2 STORY WALL BAR IN BRICK LEDGE w/ (2) #5 OR (3) #4 CONTINUOUS ABBOT PARK Q O c) GARAGE EXT WALL CURB SECTION J � 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 00"7 A FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" H . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — C� PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: w CONCRETE SLAB W/ 6x6 -j 2019.007592 W1.4 x W1.4 WWF OR FIBERMESH Z O DRAWN: 0'-0" A.F.F. SEE ARCH IRK (j SPBJ o a — — = — (MAX 20' ° 4 e e. I DEEP) CHKD: G — — a e C w C Glir /� e • ° 4' W d W J 4" EXTENSION a �tt11111f/�� U UNDER BRICK VENEER ♦♦` S'(1N Lq/I�� i 12" UNDER 1 STORY WALL VAPOR BARRIER >' m •• G 1V S '• V F ••.• ki Z41 w/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W 00� % N 1 W/ (3) #4 OR (2) #5 CONT > BEARING CURB STEP SECTION w ST E OF a) Q •� �. •.� p R %O .•�� Z Z • � ,� S •••.••..•••♦♦ i I I TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS - - — — — — — — — — — HOUSE SLAB I RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS CD O 09-f � N A� ��♦ _�-19 p I— LLI U REVISIONS: Q No. Description Date ~ W (n J >- U J O O Z U � F- x W ST=2mD 0. CMUIMETAL CONNECTOR ENGINEERING¢