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CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH d d J 04 G //; 1, 16 ,v 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„ G -- d DEEP) /A/, a a a _ 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 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB � \ VAPOR BARRIER #4 OR #5 VERT REINFORCING - y/ UP TO 3 COURSES: 72" O.C. / �A 4 TO 5 COURSES: 48" O.C. >l �x 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 W1 (1) #4 OR #5 CON! 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. 0'-0" A.F.F (BEYOND) FLOATING CONCRETE --- w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. n FOOTING TO BEAR ON FIRM - UNDISTURBED SOIL VERT REINFORCEMENT TO --' HAVE 6" BEND @ 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 -- -- U-BLOCK W/ U J (1)#4OR#.5 Q CONT w w w cn U) FINISH O GRADE ADDITIONAL #4 OR #5 IN BRICK LEDGE 4" OPT BRICK LEDGE NOTED ON FND PLAN 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 WNF OR FIBER ,°ESJ I \ MINIMUM 24 (1) #4 OR #5 90" BEND g 48 3VARIES PER 6" MAX -----a - - -- - - d > ARCH PLANS 41 a --�- 12" MIN a Id d '\ VAPOR BARRIER //\ lip / FOOTING TO BEAR ON FIRM /V �\ v // 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 1 MONOL _THIC FOOTING N_ SECTIO--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 -a i rn SEE ARCH a � E (MAX 16") L U _ Q 0 jp \ \ : \\�\\ U) C C. kAPEX \/// 0 W Z Cll r r„v I r _-.., 6' OPT. EXTENSION IN BRICK to _ .._ LOCATONS ON FND PLAN 0o ( _ ADDiTIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W Z Z i W tds N A �,114 � OLiTHIC FOOTING SECTION Q true design studios � T E=OR PRIOR TO CONSTRUCTION IF ANY OF THE 0 _--- _ 'ING OCCUR. • C.V_:;BALL DEP-TH OF MONOLITHIC; POUR EXCEEDS 28" O a GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY -j 9000 REGENCY SQUARE BLVD. N F ROMi STRUCTURE STEEPER THAN V-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PE_P .` -0, r-;C,RIZONTALLYfO PREVENT EROSION OF SOIL. O 904.821.5200 p CONCRETE SLAB w/ 6x6 Q � (2? #4 OR ()s CONTiN! :J S W1.4 x W1.4 WWF ORch FIBERMESH _ iCIL -- v 0 ffft* N H0190N' VAPOP BARRIER O LI_ `!t" FOOTING ¢ � `.1 ;I__L FOO : ING SECTION v O O _l O 0'-0" A.F F. _ -=- ----- --- SEE ARCH U - -- --- DETAILS W _ ; 8" Iv11N " J W l �\ {iCKENED -- I 8" I X W ri , AT II �� 0,:; S`.r — VAPOR BARRIER Z CURB STEP SECTION o = w z 0 Cn 8" UNDER MASONRY WALL O W J Q 6".-UNDER WOOD WALL O 6y.G,rr i I Q Q Z W ARIE q SEE ARCH U} W (MAX 16") 4 o me W W '\� co L.L.. z \MINLL W IL I '-- 6" OPT. EXTENSION IN BRICK X LOCATIONS ON FND PLAN O Z O ADDITIONAL NO. 4 OR NO, 5 O BAR IN BRICK LEDGE z W n ti, _ U Z - W Abbott Park rz H �../'':RAG_E EXs-W_A_LL CURB SECTION a Cl'_"a ,.ACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LLI ILL �NIN . o�cuR: a LOT 014-02 W C`Jt RALL r:EPTH OF MONOLITHIC POUR EXCEEDS 28" Q J • GR," UND ADJACENT TO FTG SLOPES DOWN AND AWAY U =PC M STRUCTURE STEEPER THAN 1'-0" VERTICALLY � Hi:;R'ZONTALL•_'"O PREVENT EROSION OF SOIL. 0 W G!?P'17-RF TF 13LA[3 'N..i 6x6 —1 PROJECT NO: �— OR 2020.005389 Q r =SH Z .P' A F.F. _D . - _ SEE ARCH DRAWN: - (MAX 20" DO -d--- - - - i- DEEP) W - Il CHKD: T --- ► 4„ EAF p EXTENSION O LO UNDER BRICK VENEER v!F _L �� LqN� �i�� W c ON VAPOR BARRIER �� `•• • F9 �i J i h"i.i t.!.%) r:. It)E?Y u1 AE.L i 0 8 1 cn x.. r CURB STEP SECTION � �•�. Z S T A OF 44/: i '� '� P •• �� Q r EINH, RCiNG t:r.F5,4! it i LN,E FU,j_; iNI St= : PLAN. 07-01-20 O z REVISIONS: - - No. Description Date W � W - _ 2 I � W - Q .NST=2mD 00 AI TTOR ENGINEERING