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)ocuSign Envelope ID: 81B96B41-3A94-477C-9B97-507180D95065 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -- -- -- -- --4 — a —_ 4 \\\/\\/\\ \//\\ ° a \ /. 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 — - a -- — — (MAX 20" ° 4 ° 111, l— , a _ DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL *fBEARING CURB STEP SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB 0,L VAPOR BARRIER #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. I n D•p L� 0 3 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. U-0" A. F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 ¢ U J (1) #4 OR #5 WWF OR FIBERMESH > j Q Q U) CONT n I• w U j Uj cn Q- FINISH 0 GRADE \//\//\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. o ,_ 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 TI TEMWALL CURB SECTION . 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. MINIMUM 24" 36" MAX VARIES PER ARCH PLANS — e 4 a \\//\7r 12' MIN j` a 41 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE — 1 Q1 MONOLOTHIC F a CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS ION - 36" MAX DEPTH "NOTE': 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 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 Qp o __ U 0 ri rn 0 N Aft\ ,/ APEX VAPOR BARRIER /. \ !\�/\\. \�\/� \/\� 12" M I N �/� �j��j ///\/\ 0 N FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN IL N 04 12" UNDER 1 STORY WALL w/ cM (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J L L BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ LL! (2) #5 OR (3) #4 CONTINUOUS J tds i� J � true design studios MONOLITHIC FOOTING SECTION z 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 O FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 W C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH p 0 IH09ON a c ° o ° Q L 16" VAPOR BARRIER Q +� D 0 U 3 BEARING WALL FOOTING SECTION Z w O w CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O FIBERMESH O _ U-0" A. F. F. O SEE ARCH 'd a DETAILS LO 8" MIN V ) 8"x8" THICKENED 8" U) W FTG AT w STEP-DOWN, SEE VAPOR BARRIER z PLAN 4Of CURB STEP SECTION m LU O U) W Q w Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z I '> Q a 6x6 W1.4 x W1.4 WWF w �++ OR FIBERMESHF a Q J 2 1ARIES1— SEE ARCH � Q (MAX 16") w W //\�� // LL �— 12" MIN%\\�\\�\\�\\�\� Z r- \, O Z Lij / \ / 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN d Z_ ADDITIONAL NO. 4 OR NO. 5 OU LL a BAR IN BRICK LEDGE Q W � J Abbott Park Q GARAGE EXT WALL CURB SECTION J — CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 043-03 — LU FOLLOWING OCCUR: --- - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" d Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. co PROJECT NO LLI CONCRETE SLAB W/ 6x6 0 2020.005388 W1.4 x W1.4 WWF OR O LL FIBERMESH Z DRAWN. 0 - l � 0'-0" A F.F. - -� SEE ARCH C) DO 0 a — — — -- -- (MAX 20" w i - v I DEEP) cHKo- EAF p- J 4" EXTENSION X V UNDER BRICK VENEER �•``��(�N LA��i cn 12" UNDER 1 STORY WALL ��J-' GE1V/�9,��i W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .• �,� S�.••.• �i Z ®o*00god 16" UNDER 2 STORY WALL Z W/ (3) #4 OR (2) #5 CONT ; 13 Li 6 BEARING CURB STEP SECTION O TTFF npFF , i z 1P I TYPICAL REINFORCING D BARS AT THICKENED O 07-10-20 Q FOOTING, SEE PLAN W -- MIN 24" LONG #4 OR #5 w REVISIONS' W BAR SET AT MID -DEPTH U — OF SLAB, TYP ALL LL.F- RE-ENTRANT CORNERS Q No. Description Date II c -- --- -- ---- -- O H LHOUSE SLAB O Z - - _ 0 RE-ENTRANT CORNER DETAIL v w (RECOMMENDED) �- PLAN VIEW, DETAIL TYPICAL @ ALL W STm2mD RE-ENTRANT CORNERS Q CMUIMETAL CONNECTOR ENGINEERING VAPOR BARRIER