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DocuSign Envelope ID: 8667BF40-1EF6-46CB-B392-335A2B4525A6 <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/ ° ° D� p o o , <br />(2) ROWS OF 3/6" DIA. TAPCONS / <br />OR CUT NAILS @ 24" O.C. COVER o 0 <br />FLUSH w/ 3000psi CONCRETE. 1` <br />° ° EXISTING FOUNDATION. <br />° <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 <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 />EXISTING FOUNDATION <br />1\ ° <br />D <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 />�10'4' A.F.F. SEE ARCH <br />(MAX 20" <br />° d a ° ° ° -J DEEP) <br />d. <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 />in <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 />c <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED, MIN 12" LAP AS SHOWN <br />NO.5 BAR BEND 90 DEGREE <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 />tnO <� �° n $ °a ° #4OR#5 <br />0 U) ° ° ° REINFORCING PER <br />rJ ¢ 4 ° ° MONOLITHIC FOOTING <br />RafSECTION <br />FOOTING TO BEAR ON FIRM <br />° UNDISTURBED SOIL <br />° °° 1 ° MIN112" <br />4 < ° ° /// <br />/��/��/��/��/\�/\�/\//\'/\�/\\�/` ' "" <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 />LOCATE VERTICAL <br />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT IN LAST <br />REINFORCEMENT <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 ot BLOCK W/ (1) #4 OR #5 CONT. <br />- � <br />- - - _ L <br />UU <br />\\�/ w w o <br />VAPOR BARRIER \/ _ � o <br />x <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM #5 . //�\ j ' #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 />('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) <br />FLOATING CONCRETE w U-BLOCK W/ <br />SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 <br />WWF OR FIBERMESH > Q Q C0 CONT <br />D y LI W W <br />Cn <br />FINISH <br />l\\ \_ O GRADE <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. \ \\ \\ <br />4 TO 5 COURSES: 48" O.C. / ° <br />I � <br />FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR <br />UNDISTURBED SOIL #5 IN BRICK LEDGE <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 />1 #4 OR #5 CONT.- 3'Y2" CONCRETE SLAB W/ 6x6 <br />() W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />''VARIES PER <br />T36' MAX ARCH PLANS ° Q d//A <br />12" MIN �` , '\ 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 V11/ (2) <br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL W/ (3) <br />#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 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 />CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U <br />W1.4 x W1.4 WWF OR o <br />FIBERMESH STUCCO OR DIRECTLY ADHERED > <br />STONE CLADDING FINISH - MIN 6" a, E <br />° °- n ---a-- - - - --_ N Q <br />ALL OTHER EXTERIOR WALL 'IT L) <br />CLADDING -MIN 8", U.N.O. ON ARCH � �, <br />\\/\�\//\//\/\/\ O O <br />VAPOR BARRIER / \ \ \ \ \ \ \ Z APE <br />12 MIN X/\/\/\/\/\� C <br />LU <br />Z <br />/ Q <br />FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK (n <br />FIRM UNDISTURBED LOCATIONS ON FND PLAN Q <br />SOIL m <br />12" UNDER 1 STORY WALL w/ W <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W <br />BAR IN BRICK LEDGE Z Q, <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS Z <br />W t -Q <br />1 MONOLITHIC FOOTING SECTION True design studios <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 <br />FOLLOWING OCCUR: W <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY J 9000 REGENCY SQUARE BLVD. 4) <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 C <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 904.821.5200 0 <br />O <br />CONCRETE SLAB w/ 6x6 .N <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR C <br />FIBERMESH O a. <br />11 <br />a HOMON' <br />N <br />Q • .'-' <br />Q <br />VAPOR BARRIER 0 <br />L_ <br />Q � <br />3 BEARING WALL FOOTING SECTION Z <br />O <br />CONCRETE SLAB W/ 6x6 0 <br />W1.4 x W1.4 WWF OR J <br />FIBERMESH 0 This item has been electronically <br />0'-0" A.F.F. = signed and sealed by Justin M Lanier, <br />ly SEE ARCH PE on the date and/or time stamp <br />DETAILS W shown using a digital signature. <br />d ^� Printed copies of this document are <br />not considered signed and sealed <br />X and the signature must be verified <br />8" MIN W �y a 3rd Party Certificate Authority <br />n any electronic copy <br />Q WUj <br />U) <br />8"x8" THICKENED 8" Q <br />FTG AT Q - <br />STEP-DOWN, SEE VAPOR BARRIER � <br />PLAN } <br />CURB STEP SECTION Q M Z W4 wO cn <br />a - <br />8" UNDER MASONRY WALL O <br />W <br />CONCRETE SLAB W/ " UNDER WOOD WALL O <br />6 <br />6x6 W1.4 x W1.4 WWF __ � Z � Q <br />Uj <br />OR FIBERMESH VARIES ° SEE ARCH <br />A ° (MAX 16") j <br />O L� <br />W W a <br />//�7/\//��T� � LLB Q <br />12" MIN%LU <br />�\�/%\\�\\\ LL <br />VAPOR RARRIFR d //i. ° <br />U) X <br />6" OPT. EXTENSION IN BRICK } <br />LOCATIONS ON FND PAN Ur <br />O Z <br />12" UNDER 1 STORY WALL w/ <br />J <br />O <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 <br />O <br />Q <br />BAR IN BRICK LEDGE <br />Z <br />W <br />16" UNDER 2 STORY WALL w/ <br />_ <br />(2) #5 OR (3) #4 CONTINUOUS <br />W <br />Z <br />Abbott Park <br />GARAGE EXT WALL CURB SECTION <br />5 <br />X <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />LU - <br />FOLLOWING OCCUR: <br />Q <br />LOT 027-03-1 B w <br />J <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28 <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />h 0'-0" A.F.F. SEE ARCH <br />(MAX 20" <br />\\\ \\ \� d ° a n ° ° - DEEP) <br />•� <br />4" EXTENSION <br />UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER <br />16" UNDER 2 STORY WALL <br />w/ (3) #4 OR (2) #5 CONT <br />*_BEARING CURB STEP SECTION <br />TYPICAL REINFORCING <br />BARS AT FTHICKENED FOOTING, SEE <br />- MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />HOUSE SUM <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />U <br />W <br />Q <br />W <br />PROJECT NO: <br />2021.012596 z <br />- - 0 <br />DRAWN: <br />CD w <br />-- - Q <br />CHKD: MJ P L _ <br />O <br />O <br />UA <br />i, • �� G E IV 54' •� U <br />No 65166 <br />r <br />Doc%ftned by: Ur <br />Z <br />STATEE3F4671DACDEF43 <br />OF <br />0% �• <br />11-01-2021 O <br />Z <br />REVISIONS: < <br />-No.1 Description Date Q <br />VJ <br />_ W <br />2 <br />-- I- <br />W <br />- - J <br />(.5 <br />U) <br />Z <br />ST=2mDo' <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />