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ocuSign Envelope ID: 97DC�F7A-OB49-41F6-BB8D-6FF2235411OF 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° 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" a ° 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION Z) CONCRETE SLAB W/ 6x6 2 W1.4 x W1.4 WWF OR U o FIBERMESH rn O —° — — — — — SEE ARCH N >; CONCRETE SLAB W/ \ \ \ \ \ o (MAX 16") 6x6 W1.4 x W1.4 WWF \ \ \ \ \ \ O OR FIBER MESH /�///�/r�/r\/��/ N 8" CM U CHAIR �\ \\ o �\ /\�/ / / // / / PEX TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. VAPOR BARRIER//\ ° ° �/� 12" MIN\\�\ \\� \\\� � 0 N Q Q O FOOTING TO BEAR ON / i (ti 6" OPT. EXTENSION IN BRICK VAPOR BARRIER W X FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN N U) Q 12" UNDER 1 STORY WALL w! M #4 OR #5 VERT REINFORCING / //\\//\// \� (2) #5 OR (2) #4 CONTINUOUS BAR IN BRADDITIONICK LOEDGE NO. 5 LL UP TO 3 COURSES: 72" O.C.\\\\\\\ 16" UNDER 2 STORY WALL w! 4 TO 5 COURSES: 48" O.C. // / / /r// , W \\/ (2) #5 OR (3) #4 CONTINUOUS t S true design studiosCj) � MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O ADDITIONAL #4 OR FOLLOWING OCCUR: U 9000 REGENCY SQUARE BLVD. FOOTING TO BEAR ON FIRM #5 . //�\ r\' #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" UNDISTURBED SOIL a GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 wi 4" OPT BRICK LEDGE FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O VERTICAL REINFORCEMENT PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O _0TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN O CAST -IN -PLACE FOOTING SPECS CONCRETE SLAB w/ 6x6 LU 07 W O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH ~N 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT UsHOMON' O \-- -- ° 2 STEMWALL SECTION \�\\/�\r�\r\\/r\\//\° ° ° ° ° ° / \//\\ - \,\\,�\ N J r 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK ° / m FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 /\ W COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16„ VAPOR BARRIER 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 3 BEARING WALL FOOTING SECTION z W (D W CONCRETE SLAB W/ 6x6 0� W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O _ SEE ARCH di 0'-0" A.F.F. a a \° DETAILS ~ (BEYOND) A/\/ ° \ ° — — a —° LO >= FLOATING CONCRETE _w U-BLOCK W/ \ \ ,� 8" MIN /� / O VJ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 a /�/ W WWF OR FIBERMESH > Q CONT \\/ ;, / z y w U) 8"x8" THICKENED 8" U� � 0 FINISH FTG AT W Q O GRADE VAPOR BARRIER � h / / U STEP-DOWN, SEE Z Lr, \\/\\ j\\\ PLAN z LU N CURB STEP SECTION_ m W O U) \\ . #4 OR #5 VERT REINFORCING ///\///�//r / W Q UP TO 3 COURSES: 72" O.C. \ \\/\\/ W 4 TO 5 COURSES: 48" O.C. / ° 8" UNDER MASONRY WALL z O \ ° o—o 6" UNDER WOOD WALL Z Q CONCRETE SLAB N/ > Q • ° 6x6 W1.4 x W1.4 WWF W Q AR N FIRM r\ OR FIBERMESH VARIES� SEE ARCH J FOOTING BE O ADDITIONAL #4 OR _ _ ° — 4-4— 1 (MAX 16") L� UNDDISTURBED SOIL #5 IN BRICK LEDGE ° °° O LIJ X VERT REINFORCEMENT TO / //% >/'x \/�%` \ // ////�//�//\//\/\/\ r- HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE \-��\\�\ 12" MIN. / / Z \\ \\ \\ \\ \\ NOTED ON FND PLAN \// a \/ '// �/ \//\//\//\//\//�� O z CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER �// � 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT y �\ Q 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / / / 6" OPT. EXTENSION IN BRICK This item has been electronically FW O — LOCATIONS ON FND PLAN signed and sealed by Russell T Dukes, Z d PE on the date and/or time stamp TSETMWALL CURB SECTION O shown using a digital signature. 12" UNDER 1 STORY WALL w/ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U W BAR IN BRICK LEDGE — FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 Q COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ 0 2 #5 OR (3) #4 CONTINUOUS Abbott Park MAY BE OBTAINED FROM THE ENGINEER OF RECORD. () W Q 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY O 0 ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 001-01-A Q FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z_ z FROM STRUCTURE STEEPER THAN V-0" VERTICALLY _0 PER T-O" HORIZONTALLYfO PREVENT EROSION OF SOIL. (A O PROJECT NO: LLI CONCRETE SLAB W/ 6x6 1 2019.007593 W1.4 x W1.4 WWF OR O LL FIBERMESH z DRAWN: O CONCRETE SLAB W/ 6x6 0'-0" A.F.F. SEE ARCH U KG o _ _ _ (MAX 20" (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH ° a ° ° , DEEP) LU CHKD: LO MINIMUM 24" (1) #4 OR #5 90' BEND @ 48" O.C. / \/\/\ ° ° — a X EAF Cf) W W -j VARIES PER 36" MAX ARCH PLANS 4" EXTENSION X U \\//\//\\/�\/�\/�\ i UNDER BRICK VENEER Q ,`�� " Ti Z),,�� U) VAPOR BARRIER 12" UNDER 1 STORY WALL } i� J C E N t� \\\\\\ \ 12' MIN FOOTING TO BEAR ON FIRM w/ (2) #4 OR (2) #5 CONT Q; '��. F •S VAPOR BARRIER m Z Daftned E3y; UNDISTURBED SOIL 16" UNDER 2 STORY WALL Z yrr \ ; w/ (3) #4 OR (2) #5 CONT 6" OPT. EXTENSION -- —— IN BRICK LOCATIONS BEARING CURB STEP SECTION 0 % - T'.^_;_ ON FND PLAN 12" UNDER 1 STORY WALL w/ ~ �'� Q � ' 444.. ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS Q �'� is BAR IN BRICK LEDGE z �J''fiS/0N M- Er.�`�% 16" UNDER 2 STORY WALL w/ -- TYPICAL REINFORCING ��1�11�{i>f�� (2) #5 OR (3) #4 CONTINUOUS BARS AT THICKENED FOOTING, SEE PLAN O 02-13-2020 Q F- W 1 MO LOT FOOTING SECTION - 36" MAX DEPTH i _MIN 2a° LONG #4 OR #5 U REVISIONS: W .. I BAR SET AT MID -DEPTH NOTE . IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE OF SLAB, TYP ALL F- "1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG RE-ENTRANT CORNERS Q No. Description Date W DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE L — — — — — — — — — _ — J STEEPER THAN 1'-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS — — — TWO CHOICES: W 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION — — — — — — — — — — — — — O f- 2. USE SOIL.STEMWALL FOOTING HOUSE SLAB Z z 2 0 RE-ENTRANT CORNER DETAIL U o W (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS CMU/METAL CONNECTOR ENGINEERINGa