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DocuSign Envelope ID: EC066725-7D29-4A3B-9C59-8F7C9564FC7B <br />EXISTING EXTERIOR CMU <br />MIN. 3" EDGE DISTANCE <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/s' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D EXISTING FOUNDATION. <br />p ° <br />d � D <br />D \ ° <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL . �t <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE I <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 />f D <br />D EXISTING FOUNDATION <br />D ° <br />dI D <br />D \ <br />_I \ ° <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 />,4 0'-0" A.F.F. SEE ARCH <br />--d - a a - - - (MAX 20" <br />DEEP) <br />/ a ° 4„ <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />6 BEARING CURB STEP SECTION <br />a <br />d d <br />16" <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />a d <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />' A 1-US BAR AS <br />AP AS SHOWN <br />)DEGREE <br />L/VIY I IIVVVV�7 VVIV VI\L 1 L <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 />#4 0R #5 <br />° REINFORCING PER <br />° MONOLITHIC FOOTING <br />° d SECTION <br />° < ° ° • ° FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <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 />41 <br />U)° <br />�O <br />oz <br />1 <br />°° <br />Q <br />d e <br />1 <br />° ° <br />b ° <br />°, <br />° ` 1 °° <br />MIN1112" <br />L• • <br />LOCATE V <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <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 />CO of <br />Q Q O <br />VAPOR BARRIER �� j\\/ W o X <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />\\/ D N. n L <br />V <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 />(BEYOND) <br />FLOATING CONCRETE w_ <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br />FINISH <br />GRADE <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 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 />TSTEMWALL 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 />MINIMUM 24" <br />36" MAXVARIES PER I <br />I (ARCH PLANS <br />3'/z' CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR FIBERMESH <br />(1) #4 OR #5 90° BEND @ 48" O.C. <br />\1 MIN d '\ VAPOR BARRIER <br />/ FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />12" UNDER 1 STORY WALL W/ <br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ <br />1#4 OR (2) #5 CONT <br />1 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 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 W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />\ D <br />VAPOR BARRIER <br />o ° <br />SEE NOTES (MAX 16") <br />U <br />STUCCO OR DIRECTLY ADHERED <br />cli <br />STONE CLADDING FINISH - MIN 6" <br />a, <br />O <br />ALL OTHER EXTERIOR WALL <br />o <br />`14 <br />O <br />U <br />Cr <br />CLADDING - MIN 8", U.N.O. ON ARCH <br />N <br />O <br />\%//\�//\\//\\/ <br />APEX &_- <br />12 MIN \/\/\/\/\/\� <br />N <br />U <br />00 <br />rn <br />FOOTING TO BEAR ON EXTENSION BRICK <br />FIRM UNDISTURBED 6" OPT. IN <br />SOIL LOCATIONS ON FND PLAN <br />r- <br />N <br />M <br />zz <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 />16" UNDER 2 STORY WALL w/ <br />LL. <br />L <br />tds <br />�, <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />J <br />z <br />true design studios <br />-6 <br />N <br />1 MONOLITHIC FOOTING SECTION <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />O <br />FOLLOWING OCCUR: <br />W <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 />O <br />CONCRETE SLAB w/ 6x6 <br />W <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />FIBERMESH <br />f- <br />to <br />a d Q <br />/ W Zzz <br />VAPOR BARRIER Q <br />C3 <br />rA <br />3 BEARING WALL FOOTING SECTION <br />Z <br />W <br />0 <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />This item has been electronically <br />FIBERMESH <br />� <br />signed and sealed by Justin M 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 />e a \d DETAILSot considered signed and sealed <br />a o nd the signature must be verified <br />ti >Mby a 3rd Party Certificate Authority <br />8" MIN O �V, <br />n any electronic copy ' w <br />/ <br />Z 11 1 <br />8'W" THICKENED g„ � <br />FTG AT W <br />LL <br />STEP-DOWN, SEE VAPOR BARRIER Z <br />PLAN z z W <br />4 CURB STEP SECTION m LU O (n <br />W <br />W Q <br />w Q O <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL Z LU Q Q <br />6x6 W1.4 x W1.4 WWF W LIJ 0 <br />OR FIBERMESH � ° W <br />VARIES SEE ARCH Q Q 2 <br />d ° (MAX 16") Uj Uj <br />- <br />OJ x <br />LL V­ <br />LL <br />12" M IN <br />Z <br />VAPOR BARRIER //� a �/\ \\�\\/�/i�//�/j�// Z O <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN Z <br />12" UNDER 1 STORY WALL w/ 0 CL <br />;2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O LL BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ Q J <br />2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />GARAGE EXT WALL CURB SECTION <br />5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />LL <br />LOT 006-04-1 C <br />o <br />FOLLOWING OCCUR: <br />Q <br />LLJ <br />� <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Z <br />Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />- <br />0 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />U) <br />PROJECT NO: <br />W <br />CONCRETE SLAB W/ 6x6 <br />O <br />2021.014962 <br />LL <br />W1.4 x W1.4 WWF OR <br />O <br />LL <br />FIBERMESH <br />Z <br />O <br />U-0" A.F.F. SEE ARCH <br />= <br />DRAWN: <br />ASH <br />8 01 <br />- ° - - a -� - - - <br />(MAX 20" <br />U <br />p <br />q a d- a d DEEP) <br />CHKD: VA <br />d <br />\\\\\\ 0 4" <br />p d <br />W <br />J <br />4" EXTENSION X U <br />UNDER BRICK VENEER Q <br />JS'(1N LA At -,e v) <br />12" UNDER 1 STORY WALL �- �` ••• C•E N'•••.9 � <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : •••'�,� S� •,• �� Z <br />16" UNDER 2 STORY WALL Z k ; • N DocuSigned b¢: <br />w/ (3) #4 OR (2) #5 CONT Q <br />-O .. : GC <br />6 BEARING CURB STEP SECTION LU PTATE OF �/� <br />�,n 3F4671 DEC,... C7 <br />i I I <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 />!> <br />O_ 12-29-2021 <br />H W <br />U REVISIONS: LU <br />U_ M <br />Q No. Description Date W <br />� J <br />>- U <br />O H <br />Z Z <br />= O <br />U � <br />w <br />X W ST=20D <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />