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- -_. 1 I _ _ 1.1 I I_ .. , .I <br />DocuSign Envelope ID A9D5FC77-63E6-4898-AFC9-7585D96187ED <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 3/6" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />0 <br />/ / d <br />d p n D <br />�/ p EXISTING FOUNDATION. <br />D n <br />pl D <br />I � <br />D \ <br />I- n <br />n <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 />n <br />D ° <br />% D <br />p - EXISTING FOUNDATION <br />D ° <br />nl p <br />I � <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 />0'-0" A.F.F. SEE ARCH <br />(MAX 20" <br />DEEP) <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 />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />- - 4-- - - - <br />16" <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 />"v <br />N <br />I <br />L- <br />CONTINUOUS CONCRETE <br />FOOTING, SEE PLAN <br />TOP OF FOOTING <br />TYPICAL STEP IN FOOTING 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 />�- v7 <br />- - - - - - w <br />of Q o <br />VAPOR BARRIER �I w o <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. \�/� / /\ x , <br />\ <br />\\j �p•�l o �p �/\\j. <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM '�\� . //� / ' #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />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 />_w <br />W1.4 � <br />> <br />FLOATING CONCRETE <br />SLAB W/ 6x6 W1.4x <br />WWF OR FIBERMESH <br />U-BLOCK W/ <br />v <br />Q <br />J <br />w <br />(1)#4OR#5 <br />CONT <br />. y <br />uj <br />LIJ rn <br />� <br />O <br />FINISH <br />GRADE <br />\\ <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 E OR <br />G <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE <br />HAVE 6" BEND @ BOTTOM <br />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 />CMU STEMWALL MONO LITHIC SLAB 3 %" CONCRETE SLAB W/ 6x6 <br />�__.. (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />8" CMU CHAIR BLOCK W/ (1) #5 <br />CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />36" MAX VARIES PER-- <br />4" CONCRETE SLAB W/ ARCH PLANS ° d ° //\//�\A ; <br />6x6 W1.4 x W1.4 WWF <br />- OR FIBER MESH \ \ \ \ \ <br />\/\\/\\/\ \ r� \� VAPOR BARRIER <br />w z - - - - - - - - - - ^ - a < - - ^ -°-' //\\//\\// 12" MIN ° ° \ FOOTING TO BEAR ON FIRM <br />U) 0 - - ° ° a ° s ° #4 OR #5\ \ //\///` �' • / UNDISTURBED SOIL <br />p ° ° REINFORCING PER <br />U z ° ° MONOLITHIC FOOTING <br />M - ° ° • ° SECTION 6" OPT. EXTENSION b <br />° IN BRICK LOCATIONS <br />° ° ° • ° FOOTING TO BEAR ON FIRM ON FND PLAN <br />-°_ ._ • _ UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT <br />°° MIN112" /\\/\\/\\/\\/\\/\\/\\ BAR IN BRICK LEDGE <br />°° ° - ° //\//\//\//\//\//\//�\ 16" UNDER 2 STORY WALL W/ (3) <br />a ° #4 OR (2) #5 CONT <br />/\\\\\/ MONOLOTH IC FOOTING SECTION - 36" MAX DEPTH <br />STEMWALL FOOTING IC EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING 'NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />/\ /\\��\\��\� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />/A//�/� LOCATED WITHIN TRANSITION ZONE <br />LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". <br />REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />STEMWALL CELL 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 />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. <br />2. USE STEMWALL FOOTING <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />VAPOR BARRIER <br />P � <br />E <br />O <br />AM"\ <br />U <br />ALL OTHER EXTERIOR WOALL > <br />CLADDING - MIN 8", U.N.O. ON ARCH O cr <br />�\,,� APES <br />12' MIN \/\/\/\/\/\� 04 <br />00 <br />C N <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK T- <br />FIRM UNDISTU SED LOCATIONS ON FND PLANOIL N <br />12" UNDER 1 STORY WALL w/ co <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 <br />BAR IN BRICK LEDGE LL 4- <br />16" UNDER 2 STORY WALL w/ L <br />(2) #5 OR (3) #4 CONTINUOUS J <br />tds J-6 <br />� <br />true design studios <br />MONOLITHIC SECTION 1 z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: U) <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211CA <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY 0 <br />70 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W� <br />FIBERMESH to <br />D 1HOMON' <br />m <br />LIJj <br />16" VAPOR BARRIER Q <br />0 <br />L7 <br />3 BEARING WALL FOOTING SECTION Z <br />w <br />0 <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR This item has been electronically <br />FIBERMESH O signed and sealed Tustin st Lanier, <br />PE on the date and/or time stamp <br />0'-0" A.F.F. � shown using a digital signature. <br />_ SEEARCH Printed copies of this document are <br />$ 4 \ DETAILS ~ not considered signed and sealed <br />° <br />4 \ d - c nd the signature must be verified <br />a L0 by a 3rd Party Certificate Authority <br />\,\\ �\��\�',� 8" MIN O n any electronic copy I <br />Vw <br />Z , <br />8"x8" THICKENED W <br />8" LO Q <br />FTG AT VAPOR BARRIER W I..L <br />STEP-DOWN, SEE � � 7 <br />L PLAN Lij <br />CCURB STEP SECTION m W 0 cn <br />- - W <br />w Q 0 <br />8" UNDER MASONRY WALL Z <br />6" UNDER WOOD WALL Z Q Q <br />CONCRETE SLAB W/ 1 1 1 <br />6x6 W1.4 x W1.4 WWF - W W W <br />OR FIBERMESH VARIES3 ° <br />SEE ARCH Q <br />d d ° (MAX 16") j.` <br />Uj <br />_ _ Q d _ <br />/\//\//\//\//\//\// \ \/ //%\//\� //0 LJL U_ <br />�� 12" MIN %\\ Z <br />O Z <br />VAPOR BARRIER //� ° d �/ \ /�//\//�//\// 0 <br />LU <br />6" OPT. EXTENSION IN BRICK 0 (- <br />LOCATIONS ON FND PLAN a Z <br />W <br />12" UNDER 1 STORY WALL w/ a <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/ ¢ W <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />SEE NOTES (MAX 16") <br />U <br />0 <br />STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" rn <br />0 <br />N <br />GARAGE EXT WALL CURB SECTION <br />-- -- <br />U)5 <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />Q <br />LOT 032-02 <br />W <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />U <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Z <br />Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />CD <br />PER T-0" HORIZONTALL)TO PREVENT EROSION OF SOIL. <br />U) <br />PROJECT NO: <br />O <br />W <br />Q <br />CONCRETE SLAB W/ 6x6 <br />-U <br />2021.011078 <br />IL <br />W1.4 x W1.4 WWF OR <br />O <br />_ <br />O <br />FIBERMESH <br />Z DRAWN: <br />0'-0" A.F.F. EE ARCH <br />= <br />JAR <br />s U O <br />-- - - - - - - (MAX 20" W MJP ----- LO <br />A cHICD: <br />° d DEEP) F- <br />r�\/�\\ ° o -- a- - - W w <br />4" IL J <br />4" EXTENSION x U <br />UNDER BRICK VENEER < <br />12" UNDER 1 STORY WALL } ���`,,�5• G E IV •N/�9,��i <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Z <br />Q : .••�,� SF••.• �� <br />• No 85166 <br />16" UNDER 2 STORY WALL W <br />w/ (3) #4 OR (2) #5 CONT Z _ * ;• Docu*Siyned by: <br />• �. <br />BEARING CURB STEP SECTION �:•• AC 435... 441 <br />6 - :�. <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 />1 RE-ENTRANT CORNERS <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />O 09-16-2021 p <br />I- W <br />U REVISIONS: <br />Q No. Description Date w <br />� J <br />-- - W <br />� O <br />Z Z <br />= O <br />U 0 <br />W <br />x <br />W W ST=2mD <br />CMUIMETAL CONNECTOR ENGINEERINGQ <br />