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Do ,Sign Envelope ID. 09989F2D-5C7A-404E-8991-AC81115DFD85 <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />SEE NOTES (MAX 16") U <br />0 <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" rn <br />0 <br />N <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO 1 �' <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ p - - - - p & D <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER D ° <br />FLUSH w/ 3000psi CONCRETE, <br />EXISTING FOUNDATION. <br />D � <br />p � D <br />D \ <br />4 <br />_d <br />• D <br />8" CMU WALL OVERHANGS LESS THAN 1 If <br />GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D ° <br />D <br />D D EXISTING FOUNDATION <br />D o <br />4 � D <br />D \ <br />4 <br />• D <br />8" CMU WALL OVERHANGS 2.5" OR LESS <br />NOTES: <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, <br />CONTACT EOR. <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. SEE ARCH <br />(MAX 20" <br />° a d DEEP) <br />L) O d <br />o <br />a d <br />12" UNDER 1 STORY WALL <br />16" UNDER 2 STORY WALL <br />4" EXTENSION <br />UNDER BRICK VENEER <br />VAPOR BARRIER <br />*BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <br />TOP OF FOOTING <br />L- <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL <br />CMU STEMWALL MONO LITHIC SLAB <br />8" CMU CHAIR BLOCK W/ (1) #5 <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />rn--------- -L °-I--- ° - <br />(n ° °° ° a �° °° #4 OR #5 <br />0 U)° REINFORCING PER <br />�U Q ° ° ° ° ° MONOLITHIC FOOTING <br />v(r dSECTION <br />e ° d <br />FOOTING TO BEAR ON FIRM <br />° ° ° . ° / UNDISTURBED SOIL <br />LOCATE VERTICAL <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <br />--• STEMWALL FOOTING TO EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING <br />• ADDITIONAL #4 OR #5 VERTICAL TO BE <br />LOCATED WITHIN TRANSITION ZONE <br />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />8" CMU CHAIR <br />TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. <br />LU <br />S LU <br />U) <br />/\\ j//\\j Q U) o <br />/ H U <br />VAPOR BARRIER \ j\ L o X <br />XXX <br />#4 OR #5 VERT REINFORCING\ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. \ X <br />L <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE <br />TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN <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 />z 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 />FLOATING CONCRETE w_ <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br />U-BLOCK W/ <br />U J <br />Q w <br />(1)#4OR#5 <br />CONT <br />e Jy <br />uJ Q <br />w <br />U) � <br />T 7 O <br />\/\\/\\ \/ <br />FINISH <br />GRADE <br />\\/\\ j\\\ <br />F <br />a ° <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. \/\\/\\/ <br />4 TO 5 COURSES: 48" O.C. o X <br />�o 0 <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN <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 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 />36" MAX <br />(1) #4 OR #5 CONT: <br />ARIES PER <br />RICH PLANS <br />12" MIN <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />ADDITIONAL NO. 4 OR NO. 5 <br />BAR IN BRICK LEDGE <br />3 ''Y2" CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM�2,(1)#40R#590- BEND @ 48" O.C. <br />--- -- -- <br />a a <br />a a ° ��\/ <br />a : <br />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />4 v� UNDISTURBED SOIL <br />)" UNDER 1 STORY WALL W/ (2) <br />1 OR (2) #5 CONT <br />r UNDER 2 STORY WALL W/ (3) <br />1 OR (2) #5 CONT <br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />`NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS 1A" FTG DETAIL FOR THE "1" <br />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 1'-0" VERTICALLY PER 3'-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 />\ o <br />VAPOR BARRIER \x j p <br />E <br />O <br />AMF*4\ > <br />U <br />ALL OTHER EXTERIOR WALL <br />CLADDING - MIN 8", U.N.O. ON ARCH <br />w"'MINXvv/vv/, <br />12' M I N/\/\/\/\/\/ <br />\ <br />C:) <br />O <br />CV <br />� <br />p <br />APEX U <br />tll <br />• <br />\ �\>\\//\'XX\//i\//\ <br />0 <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN <br />CV <br />M <br />12" UNDER 1 STORY WALL w/ <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 <br />J <br />BAR IN BRICK LEDGE <br />IL <br />16" UNDER 2 STORY WALL w/ <br />L <br />tds <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />J-6 <br />z <br />true design studies <br />a) <br />MONOLITHIC FOOTING SECTION <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />0 <br />FOLLOWING OCCUR: <br />U) <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />U <br />9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />O <br />C:) <br />CONCRETE SLAB w/ 6x6 <br />W1.4 W1.4 WWF OR <br />W <br />CY <br />(2) #4 OR (2) #5 CONTINUOUS � x <br />FIBERMESH <br />g <br />_ <br />W <br />a 0 0�0)0w <br />\? <br />m to <br />�� �a <br />W GAV <br />Q+. <br />U) <br />3 BEARING WALL FOOTING SECTION Z <br />W <br />(D <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR C:) This item has been electronically <br />FIBERMESH C� signed and sealed Justin st Lanier, <br />_ 0'-0" A.F.F. O PE on the date and/or time stamp <br />a shown using a digital signature. <br />SEE ARCH Printed copies of this document are <br />DETAILS not considered signed and sealed <br />\� \ d>Mby <br />Ind the signature must be verified <br />a 3rd Party Certificate Authority <br />\ \ 8" MIN on any electronic copy <br />\ a <br />/i�/ o Cn <br />8"x8" THICKENED 8" U) W <br />FTG AT V) <br />VAPOR BARRIER <br />STEP-DOWN, SEE W <br />PLAN (Z J Z W <br />4 CURB STEP SECTION m W O U) <br />W QW <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ f l 6" UNDER WOOD WALL Z ' ' I Q a <br />6x6 W1.4 x W1.4 WWF I I t1J W <br />OR FIBERMESH VARIES d SEE ARCH < Q ' ' , <br />° �-- (MAX 16") /-/ W W <br />9d �- <br />- LL � <br />- I 1 a <br />O X <br />�V\�V\x\�V�V/V LL <br />ILL <br />12" MIN %\\/\\/\\/\\/\� Z <br />/\\\ O Z <br />VAPOR BARRIER �// a ' / /i / O <br />W' W <br />6" OPT. EXTENSION IN BRICK 0 I-_ <br />LOCATIONS ON FND PLAN a Z <br />01� W <br />12" UNDER 1 STORY WALL w/ O <br />(2) #5 OR (2) #4 CONTINUOUS - ADDITIONAL NO. 4 OR NO. 5 U LL <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ Q LU <br />J <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />5 GARAGE EXT WALL CURB SECTION <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 034-01 <br />FOLLOWING OCCUR: LLI <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY CD <br />PER 3'-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. Cn <br />O PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 -j 2021.011080 0 <br />W1.4 x W1.4 WWF OR O DRAWN: LL <br />FIBERMESH Z 0 <br />0'-0" A.F.F. SEE ARCH U KME o <br />--d - - e - - - (MAX 20" W L0 <br />DEEP) cHi<D: MJP <br />a •d � J <br />4" EXTENSION X U <br />UNDER BRICK VENEER Q ,,`,1111iittttt��', W <br />12" UNDER 1 STORY WALL % ��� �J.•• G•E �/ •'• �'9 ��� <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : .••�,� `SF •. .0Z <br />.016" UNDER 2 STORY WALL Z No 85166 <br />* DocuSigned by: Q <br />W/ (3) #4 OR (2) #5 CONT <br />6 BEARING CURB STEP SECTION ;� •• 4P7�iDAE435 -•((�� i <br />Q ,�'O��S,'c4 R 1 P C?$'%, _Z <br />Z ��'� S�� M A1- E�1%% <br />TYPICAL REINFORCING <br />BARS AT THICKENED <br />FOOTING, SEE PLAN <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />------------- <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />cA �tttt n �tt���% Q <br />O_ 09/16/2021 0 <br />I- W <br />U REVISIONS: <br />------------ <br />LL - - <br />Q No. Description Date W <br />U) J <br />Q <br />O 0 <br />z Z <br />= O <br />C) <br />W <br />x <br />W ST=2mD <br />a- <br />CMUIMETAL CONNECTOR ENGINEERING <br />