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:)ocuSign Envelope ID: 5249DB1 B-6FC9-4BE9-9C 1(. .,L <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />\ y a 4 <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />A.F.F. SEE ARCH <br />- (MAX 20" <br />4 <br />--- a a ° - DEEP) <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL `— VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />N <br />BEARING CURB STEP SECTION <br />- <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />TOP OF SLAB <br />VAPOR BARRIER <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT <br />TO HAVE 6" BEND AT BOTTOM <br />CAST -IN -PLACE FOOTING SPECS - -- <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 <br />�7 <br />I w <br />= cn <br />1fQ O <br />U <br />w'i <br />- <br />j <br />LJ <br />�� <br />c <br />o <br />b, L <br />• o ,/ o _ 6 <br />8" CMU CHAIR <br />BLOCK W/ (1) #4 OR #5 CONT. <br />- ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />4" OPT BRICK LEDGE <br />NOTED ON END PLAN <br />2 _STEMWALL SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />0'-0" A.F.F. <br />(BEYOND) U <br />FLOATING CONCRETE - w_ <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br />#4 OR #5 VERT REINFORCING - -- - / <br />UP TO 3 COURSES: 72" O.C. j �� L <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM <br />CAST -IN -PLACE FOOTING SPECS <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 <br />U-BLOCK W/ <br />(1)#4OR#5 <br />U) <br />CONT <br />w <br />U) <br />Q� <br />FINISH <br />O <br />GRADE <br />TU, <br />I <br />\� ADDITIONAL #4 OR <br />#5 IN BRICK LEDGE <br />4" OPT BRICK LEDGE <br />NOTED ON FND PLAN <br />( STEMWALL CURB SECTION <br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK <br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 <br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS <br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. <br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY <br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. <br />(1) #4 OR #5 CONT. <br />, CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />\ MINIMUM 24" (1) #4 OR #5 90" BEND @ 48" O.0 <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />— <br />12" MIN <br />X` <br />° r\ VAPOR BARRIER <br />FOOTING ON FIRM <br />a• UNDISTURBED SOIL <br />/v Y <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS �~I <br />ON END PLAN <br />12" UNDER 1 STORY WALL w/ <br />ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS <br />1 /\ MONOL-OTHIC FOOTING SECTION - 36"_MAX DEPTH <br />—/� 'NOTE`: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE <br />"1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />DEPTH EXCEEDS 28". <br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEEPER THAN T-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS <br />TWO CHOICES: <br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB VV/ 6�r5 <br />W1 4 x W1.4 '�AtIAf: ;R U <br />RBERNIFLSH <br />O <br />SEE ARCH o U <br />v W ! (MAX 16") CD <br />-7 X 0 <br />t'Os. B AF�RIER- �\ \ <br />c\j 0 <br />00 <br />FOOTING TO BEAR uN-------% <br />i 6" OPT. EXTENSION IN BRICK a <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN <br />cV sue\ <br />12" UNDER ^: STORY"V-V-ALL ; j' tds <br />� <br />i(2) #5 OR (2) #4 CONTINUOLS i �— ADDITIONAL NO. 4 OR NO. 5 <br />I - ---= BAR IN BRICK LEDGE LL <br />16 UNE)FR 2 STOPY':1 .:(� w I <br />LLU <br />(2' #5 OR r3) 74 Cnn!Tlra!01 `.' i J <br />1> tme design studios <br />IVI'-JWCIJ = � iIC FOOTING SECTION z <br />9 t!- v CONSTRUCT h'1 <br />TON IF .ANI' OF THE O <br />Y E U 9000 REGENCY SQUARE BLVD. <br />• C'����•,/\Li_ !-%EF'�H Gr MONGLI , HIC ,'Oi)R EXCEEDS 28" <br />• L:Fa uNL` aDJ.�CENT i O FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 <br />" MI. S'"tiUC:TURE STEEPER THAN 1'-0" VERTICALLY <br />ER .'. H'R ZONTALLIfO PREVErIT EROSION OF SOIL. O � <br />C3 <br />_-. CONCRETE SLAB wi 6x6 <br />l' #4 OR,'2) #5 !�QNT;N iOU`3 - W1.4 x Vd' 4 WVvt= OR LJ 0w.��y""MOM000vvo11=001MMEUMN''Mm"101m <br />A\ �' FIBERMESH ~ cn <br />RHOEN' <br />0 <br />J \ <br />.s' a � "\:4% s �� <br />\Ng <br />02 ?WWI <br />Lij <br />`— VAPOR BARRIER Q <br />3'BL' r:ING VYALL FOOTING SECTION <br />r-- ---- --- U . <br />/ z <br />W <br />0 <br />CC%NCRETE r;l_I=.B • , .3z6 - LL1 <br />CD <br />iiS F ;"di SH O <br />0'-0" A.F.F. O <br />'--qSEE ARCH rn <br />DETAILS <br />1 8" MIN r` <br />Lj <br />00 <br />Q �y <br />EP-Li'"VV'N :! ,- -- ! VAPOR BARRIER iLJ <br />tttJ z LJ <br />.4 'LIRB STEP SECTION m � U) <br />w <br />W <br />W <br />8" UNDER MASONRY WALL Z_ <br />�- 6" UNDER WOOD WALL > O Q <br />^•iC?E I- -j z Q <br />_.x,V 14xW1' c' ' _ LU Uj <br />OR FIBERME:; i Q JARie:S # i <br />i SEE ARCH . <br />11J L1..i - <br />(MAX 16 ; Of <br />/�T� O x . <br />\ ` ILL LL r <br />d '` 12 M I N z r <br />�-X Z <br />+PCiR BARR!Ek •` .`•/ i /����/���/\ O <br />< 0W <br />I_, 1 <br />i— <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN a_ Z . <br />UNDER 1 L1- <br />k2: #5 OR (2) #4 COt`1T!NUCUS ! ADDITIONAL NO. 4 OR NO. 5 C) ILL <br />BAR IN BRICK LEDGE Q <br />?6' UNDER Z STOR`r A,'A!_L ,,,': W , <br />'(21 #5 OR (3) #A CON-; Abbott Park < <br />O U <br />5 GAP.AGE EXT VIIALL CURB SECTION —I <br />.?NTAC I E,) R PRIOR f O CONSTRUCTION IF .ANY OF THE Q LOT 011-02 0 <br />r Ji10Vt'ING JCG'UR w <br />• OVER/-1 i_ _%EPT; I OF MONOLITHIC POUR EXCEEDS 28" Cj Q <br />• GRi1UND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z <br />Oivi 5" RUCTURE STEEPER T HAN 1'-0" VERTICALLY U' <br />PERi' 0' HJKIZCNTALL,fiG PRE\/cNT EROSION OF SOIL (J} <br />O PROJECT NO W <br />.oNCRE i r. S! , . vV/ exc5 —� 2020.004115 <br />LL <br />Fib"_ RN1ES! -I \ z O <br />A,F F DRAWN SEEARCH r DO 8 <br />- (MAX 20" - CD . <br />-- - ; - - - ----� DEEP) CHKD <br />X EAF . <br />- - -- t4„ Lu W <br />J <br />-- 4" EXTENSION U <br />UNDER BRICK VENEER Q �t1111 t 1111"���i cam!) <br />Uni �i } ��``, J5' ••E•N <br />0 <br />2 VAPOR BARRIER m ,•'�,�G S'�•,9 Z <br />No 85166 <br />a" I. IN Z :� * • DocuSigned by: • * Q <br />.O•• oF435�•/� SECTION <br />J"� 0 <br />6 <br />% <br />z ��''�.S/ O N A� <br />TYPICAL REiNFORCIN." 0 <br />a <br />BARS A I- Tt IiCKENED p 05-22-2020 p 1 <br />FOOTING SEE PL11-',N <br />I= W <br />MIN 24 LONG #4 OR #5 ~ <br />BAR SET T MID-CEPTI U_ REVISIONS: W <br />OF SLAL3. , ": r ALL No, Description Date ~ <br />RE-c NTR,'\N T CORNERS Q P W <br />> J <br />0 -- W <br />- O I— <br />!iCUSE SLA•5', 0 'I � <br />Z <br />_ 0 <br />RE. -ENTRANT CORNER 0E—jA!; . U <br />(RECOMMENDED) � - <br />'LAN VIE'V'V. DETf11L TYPICAL X � <br />LLI T2 ■ <br />RE-ENTRANT !,0 RNtP.S LL <br />