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- c. D OE201B58-EIC9-4409-A90C-76581A434ER9 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH i 1 16 VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x WI A WWF OR FIBERMESH 1�0'-O" A.F F SEE ARCH (MAX 20" DEEP) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL (BEARING� _ CURB STEP SECTION CONCRETE SLAB W/ - 6x6 WI A x W1.4 WWF OR FIBER MESH --- 8" CMU CHAIR TOP OF SLAB OL BLOCK W/ (1) #4 OR #5 CONT w �i_ Ir - — Q 'c o \ \ i- 0 VAPOR BARRIER - �/j // _ WLU o x \\ , < #4 OR #5 VERT REINFORCING -7, UP TO 3 COURSES: 72" O.C.//�V//��V/; 4 TO 5 COURSES: 48" O.C. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM % `'• #5 IN BRICK LEDGE UNDISTURBED SOIL / 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 (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT z 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 Q U V) (1) #4 OR #5 WWF OR FIBERMESH > Q Q U) CONT �W - - - U) FINISH / /�'/' /f O GRADE Lo #4 OR #5 VERT REINFORCING --VAA/ �/ / ij //, //i /'' UP TO 3 COURSES: 72" O.C.�� 4 TO 5 COURSES: 48" O.C.-- /' FOOTING TO BEAR ON FIRM — ADDITIONAL #4 OR UNDISTURBED SOIL / #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 ,r77 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. VARIES PER 36" MAX ARCH PLANS //,//, 12" MIN /\j\j\ 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIMUM 24' �— , (1) #4 OR #5 90` BEND @ 48" O.0 a VAPOR BARRIER FOOTING TO BEAR ON FIRM a'— UNDISTURBED SOIL i 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 1 MONOLOTHIC FOOTING SECTION - 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 V-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING > E dddMbkO rF ARCH U (1,^AX 16") CD O 0 O ,l� - - ,,�' APEX ii'.K A Ih\�� CV U CO 4.) l C k i_' J� EX ENSION 1N BRKK � L J R L t �F N N L : F c'7 L.!-;ON.AL. NO. 4 OR NO. 5 _ y;-c_ ir.J BRICK + F;'C=E LL- L, T( W n true design studios a) ii------- iF ANY OF THE. O 9000 REGENCY SQUARE BLVD. v+ - r c t. O rv';V AND A.`JVAY SUITE 100, JACKSONVILLE, FL 32211 (10 v"t.R i iCALLY O I'll L.CD U :F TF SLAB vv/ 6x6 LLI 4 ti 4 VVWF OR CY i` ER "_SH y co MOON N - - -- -- m -- VAPOR BARRIER Q 0 co y - -= Z w w O O =--- - SEE ARCH DETAILS ~ V' u7 8 MAN � U' — ;PGR Sf RRiER LU W LL C R;'-- T'r 0, co LLJ 0 LU w �.irSl?NRY'+,1'i L Z < O W LLI LU r SEE ARCH ® i W IAX 16") w i x LL LL l i fv11 N ' z . O Z O Q This item has been electronically 0 signed and sealed by Justin M Lanier, W -- 5" OPT EXTENSION IN BRICK O PE on the date and/or time stamp LOCATIONS ON FND PLAN !1 shown using a digital signature. Z _ UNDER 1 S71 GRY vVALL O CL -, 2,i #, cot,; T INUOUS ' ADDITIONAL NO 4 OR NO. 5 U ILL BAR IN BRICK LEDGE Q — i i!=' UNDER ST_IP."'�'J ; L vvJ� LL1 Abbott Park Q O U v,6,, :_ �Jt'N.o SEC'TION LL cn r, N! , C '! ,'' ''(' C 'S . r L;L ` fON IF ANY OF THE LL. LOT 005-02 0 Q - - - W • E _ -'t r ) .:i.Jid:: --, _, 'CUR EXCEEDS 28" U Q - -`, OFFS DOWN AND A+,^JA`r Z Z .;i — r SOIL_ V U)J' ER O PROJECT NO. ILLI E ,. -j 2020.004110 O w _ Z DRAWN: O r } _ S =E ARCH v DO .0 W Ln - -- DF1-P) CHKD EAF 00 X - - --� W W 1 EXTENSiON X U UNDER BRICK VENEER Q �� -(\N Lq � - - —VAPOR BARRIER ` .•�,\ SF•,•• Z 0 W � D�n`Er��b: #� � Q r3F!7111DAGDEyF435..- 0 A 5 r� CURE S 1-c: P SECTION %� ' STATE OF • 4/ ' W o •. P ��: U `l'Pic_H.i NFORCING L,,�,F.` 7 T HICKENEn FOC'•"LiNv SEE PLAN d 1 144 OF SLP,E1 T?' ALt. tPE C0MM - ."I� F� Q Z�0 `*�� •.k O R \O•••G\`.` N Ai Z_ U? Q O_ 06-01-2020 p F- W v_ REVISIONS: U) _ LL Q - No. Description Date �'- w >- i U 0 - -- U) O O �_ Z Z = Q U W F- W ST=2mD a_ 01rUiN9ETA L CONNECTOR ENGINEERINGQ