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4 <br />0 <br />CONCRETE SLAB W/ 6x6 <br />WIA x W1.4 WWF OR 0 <br />FIBERMESH > C6 <br />0 <br />CONCRETE SLAB wl 6x6 0) <br />W1.4 x WlA WWF OR (MAX 16") <br />- - - - -- ------- SEE ARCH cli > <br />FIBERMESH '717 C:) a <br />W/ CONCRETE SLAB <br />x CD 0 <br />... ... . ............... <br />.......... .. - 6x6 WIA x WIA WWF CN <br />0 <br />OR FIBER MESH <br />4 8" CMU CHAIR X <br />7- /-N 4 A VAPOR BARRIER '12" 1 \1 'X APEX <br />1 4 N N BLOCK W/ (1) #4 OR #5 CONT. <br />TOP OF SLAB <br />00 <br />15� <br />wW <br />7' U) \ X <br />rx� U 5 <br />X 0 FOOTING TO BEAR <br />VAPOR BARRIER ON <br />6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBED <br />VAPOR BARRIER xx\ UJ LU U.) LOCATIONS ON FND PLAN <br />LIJ SOIL <br />U) <br />CN <br />. .... ... 12" UNDER I STORY WALL w/ ce) <br />3 BEARING WALL FOOTING SECTION (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _j <br />#4 OR #5 VERT REINFORCING 51\1 <br />- I .... . � /' /�'� \ I <br />/Z 'Iz//l BAR IN BRICK LEDGE LI_ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C.\//,//16" UNDER 2 STORY WALL wl J <br />............ ..... . . . . . . . . . . . (2) #5 OR (3) #4 CONTINUOUS tds -6 <br />N true design studios N <br />M0_NOLIT.H_l,C_.FOOTING SECTION z <br />X� CONTACT FOR PRIOR TO CONSTRUCTION IFANY OFTHE 0 <br />A <br />FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE *OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 <br />FIBERMESH UNDISTURBED SOIL SUITE 100, JACKSONVILLE, FL 32211 <br />9 GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < <br />CONCRETE SLAB W1 6x6 ADDITIONAL #4 OR FOLLOWING OCCUR: <br />W1.4 x WIA WWF OR �e 9000 REGENCY SQUARE BLVD. <br />0'-0" A.F.F. 4' VERTICALLY 0 <br />SEEARCH .... . .......... 4" OPT BRICK LEDGE FROM STRUCTURE STEEPER THAN V <br />. ........ . (MAX 20" VERTICAL REINFORCEMENT NOTED ON FND PLAN PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />41 -------- -- ............ . DEEP) TO HAVE 6" BEND AT BOTTOM 0 <br />4 CO) <br />7- <br />CONCRETE SLAB w/ 6x6 <br />4 <br />CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS WIA x W1.4 WWF OR Cr <br />4 t4" _111f <br />1 -STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 0 <br />- --------- -- - 2-STORY: 10" 4) <br />x 20" W/(3) #4 OR (2) #5 CONT _0 <br />4" EXTENSION -4 7 a) <br />- -_ -.a-- -_ - - � 1��qON' <br />UNDER BRICK VENEER 4 <br />4 <br />f STEMWALL SECTION x <br />4 <br />12" UNDER 1 STORY WALL VAPOR BARRIER 1 . SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 LLIJ <br />16" UNDER 2 STORY WALL COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" VAPOR BARRIER < <br />0 <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />3 ��p4BEARING CURB STEP SECTION ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />BEARING WALL FOOTING SECTION U <br />w <br />(D <br />w <br />CONCRETE SLAB W/ 6x6 It <br />W1.4 x W1.4 WWF OR 0 <br />FIBERMESH 0 <br />0'-0" A.F.F. 0 <br />0) <br />SEEARCH <br />0'-0" A. F.F. DETAILS <br />LO <br />(BEYOND) rl- <br />U-BLOCK W/ \v \N. <br />FLOATING CONCRETE w 8" MIN <br />SLAB W/ 6x6 W1.4xWI.4 U) (1) #4 OR #5 U) <br />j <br />WWF OR FIBERMESH > CONT z LU <br />d <br />........... ................ ....... U Ua (n 8"x8" THICKENED U) <br />Cn < <br />0 <br />w FINISH FTG AT w 0 <br />0 GRADE STEP-DOWN, SEE VAPOR BARRIER z 00- <br />x <br />1�7177 x"' 0, PLAN <br />Uj <br />x <br />y'\N 0 <br />CURB STEP SECTION <br />LU <br />#4 OR #5 VERT REINFORCING ",w <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. 8" UNDER MASONRY WALL z <br />> <br />CONCRETE SLAB 6" UNDER WOOD WALL z <br />6x6 W1.4 x W1.4 WWF U-11 w <br />. . ....... LU <br />TT 7 VARIES OR FIBERMESH S4_ <Q Uj SEE ARCH 2 <br />FOOTING TO BEAR ON FIRM 4 -, _ t (MAX 16") w Uj <br />ADDITIONAL #4 OR - A- Elf - <br />UNDISTURBED SOIL #5 IN BRICK LEDGE <br />o x <br />VERT REINFORCEMENT TO U_ <br />4" OPT BRICK LEDGE I\ I\ <br />12"MIN\/,\/,\ <br />HAVE 6" BEND @ BOTTOM X <br />NOTED ON FND PLAN z <br />x z <br />CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER 4 0 0 <br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT <br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT LU <br />6" OPT. EXTENSION IN BRICK 0 1-- <br />LOCATIONS ON FND PLAN 0- z <br />STEMWALL CURB SECTION w <br />12" UNDER 1 STORY WALL wl 1 0 <br />7 <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 QR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 LL <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 BAR IN BRICK LEDGE < <br />16" UNDER 2 STORY WALL w/ w <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS _j <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 1(2) #5 OR (3) #4 CONTINUOUS Abbott Park < <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY 0 0 <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION 0) <br />CONTACT FOR PRIOR **T'O"*CONSTRUCTION ,-IF**ANY OF THE Q <br />LOT 048-03-A <br />FOLLOWING OCCUR: — ---------------- . . ..... ............ - - - - ----- -------------- w <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z <br />FROM STRUCTURE STEEPER THAN l'-O" VERTICALLY 0 <br />PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. U) <br />0 PROJECT NO, w <br />CONCRETE SLAB W/ 6x6 0 j 2019.007598 0LL <br />W1.4 x W1.4 WWF OR 0 0 <br />FIBERMESH z . .. .. ............ <br />0'-0" A. F.F. SEE ARCH _r DRAWN: CRD _801 <br />CONCRETE SLAB W/ 6x6 C) 0 <br />(MAX 20" w .. .. .... . . ... <br />to <br />(1) #4 OR #5 CONT.- WIA x W1.4 WWF OR FIBERMESH 4 __J DEEP) CHKD. <br />< A <br />MINIMUM 24"// #4 OR #5 90° BEND @ 48" O.C. el EAF <br />1 0) 4 x <br />0 CL <br />U-11 w <br />- - - - - - - - --- - < <br />VARIES PER lt,1111111111114 0 <br />36" MAX --\ ARCH PLANS 4" EXTENSION <br /><4 'x' N U) <br />UNDER BRICK VENEER LA/V/ <br />Z� •cl) <br />-7 T�-I, 7 7_' % <br />... . . ........................ .... <br />12" UNDER 1 <br />VAPOR BARRIER •E N <br />VAPOR BARRIER Z <br />12" MIN w/ (2) #4 OR (2) #5 CONT <br />FOOTING TO BEAR ON FIRM 516 <br />UNDISTURBED SOIL 16" UNDER 2 STORY WALL LU <br />wl (3) #4 OR (2) #5 CONT z <br />6" OPT. EXTENSION <br />0 <br />IN BRICK LOCATIONS 441 <br />BEARING CURB STEP SECTION S E OF <br />ON FND PLAN U-12 A, <br />12" UNDER 1 STORY WALL w/ <br />.%.." <br />ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS 0 R*- <br />%-:1 z <br />BAR IN BRICK LEDGE . ... ...... . . . .. . ... . ............ NA-.. <br />16" UNDER 2 STORY WALL w/ U) it & . .. <br />,(2) #5 OR TYPICAL REINFORCING Z) 09/19/2019 <br />(3) #4 CONTINUOUS BARS AT THICKENED 0 <br />CMONOLOTHIC FOOTING SECTION - 36" MAX DEPTH FOOTING, SEE PLAN I-_ LU <br />1P (0 <br />MIN 24" LONG #4 OR *1 0 REVISIONS: w <br />*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "IA!'FTG DETAIL FOR THE i / BAR SET AT MID -DEPTH LL <br />"ll" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG OF SLAB, TYP ALL RE-ENTRANT CORNERS < No. Description Date <br />................ .. . .......... . ...... . ............................................ <br />DEPTH EXCEEDS 28". U) <br />< <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN l'-O" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS 0 <br />TWO CHOICES: -------- ----- - — Cn <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION 0 1.- <br />0 <br />OF SOIL. HOUSESLABz <br />0 <br />2. USE STEMWALL FOOTING z <br />r 0 <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL x <br />w ST=2mD <br />RE-ENTRANT CORNERS <br />CMUIMETAL CONNECTOR ENGINEERING <br />