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)ocuSign Envelope ID: 2879FFE4-64D7-4056-8E51-057CBF46E1EB <br />EXISTING EXTERIOR CMU <br />I� <br />IH <br />MIN. 3" EDGE DISTANCE El <br />STRIP OF WWF FROM F.F.E. TO <br />MIN. 6" BELOW GRADE. WWF TO <br />EXISTING FOUNDATION FACE w/ p ° D — —D p — ° <br />(2) ROWS OF 3/g' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER D ° ° <br />FLUSH w/ 3000psi CONCRETE. <br />D I D EXISTING FOUNDATION. <br />D ° <br />° D <br />D \ <br />\ ° <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />GROUT BOTTOM 3 COURSES b <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL _ <br />TO BOTTOM OF WINDOWSILL <br />WHERE NEEDED <br />F; <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 / J�_ <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. p <br />D EXISTING FOUNDATION <br />D ° <br />� I \ <br />D \ <br />• D <br />I <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 />LOCATE AND TIE INTO STEMW <br />REINFORCEMENT IN LAST REI <br />STEMWALL CELL <br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />U-0" A.F.F. SEE ARCH <br />�a a <br />(MAX 20" <br />DEEPd O C d ) <br />\\ \\ \\ ° `-a -- <br />'V��VV��AA/VA a <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 />BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH — <br />O d <br />d 4 /, \ <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />1 AM JiL /1lIAITIAII IOUS BAR AS <br />'LAP AS SHOWN <br />90 DEGREE <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" 1 <br />INTO MONOLITHIC THICKENED EDGE <br />4" CONCRETE SLAB W/ <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />#4 OR #5 <br />REINFORCING PER <br />d . MONOLITHIC FOOTING <br />° 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 />ALL FOOTING <br />NFORCEMENT <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 />Y <br />W <br />_ co <br />of <br />o <br />VAPOR BARRIER <br />LU,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 />o I ° <br />°. t, L� o <br />FOOTING TO BEAR ON FIRM \\\ \\%�\ �- - ADDITIONAL #4 OR <br />//,. i #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />VERTICAL REINFORCEMENT N 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 />U-0" A.F.F._ _ <br />(BEYOND) <br />FLOATING CONCRETE - w_ <br />SLAB W/ 6x6 W1.4xW1.4 <br />WWF OR FIBERMESH > <br />U-BLOCK W/ <br />v J <br />(1)#4OR#5 <br />Q <br />w <br />CONT <br />WW <br />U) <br />ul- <br />FINISH <br />O <br />GRADE <br />Q <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 #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE <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 />(1) #4 OR #5 CONT. <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 #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO <br />HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE <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 />(1) #4 OR #5 CONT. <br />VARIES PER <br />36" MAX <br />ARCH PLANS <br />12" MIN <br />3'/2" 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 />✓APOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION ' b <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />1 U2NDER 11 STORY WALL W/ (2) <br />ADDITIONAL NO. 4 OR NO. 5 I#4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE L <br />�'i 16" UNDER 2 STORY WALL W/ (3) <br />I#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 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" Q, <br />0 0 <br />o N <br />r_j__"q10 <br />ALL OTHER EXTERIOR WALL <br />CLADDING - MIN 8", U.N.O. ON ARCH <br />O <br />w <br />p <br />\//\! o <br />� � � <br />VAPOR BARRIER ��\\\\ <br />\/� p 12 M I N\/\/\/\/\/\� <br />N <br />00 <br />-� <br />U <br />FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK <br />FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN <br />r- <br />N <br />12" UNDER 1 STORY WALL w/ <br />M <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 <br />J <br />�, <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/tds <br />LL <br />(2) #5 OR (3) #4 CONTINUOUS <br />J <br />-6 <br />z <br />design studios <br />� <br />MONOLITHIC FOOTING SECTION <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />O <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />Y <br />U <br />9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Q <br />SUITE 100, JACKSONVILLE, FL 32211cn <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />Q <br />PER S-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. <br />O <br />O <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR <br />W <br />� <br />FIBERMESHnaunumv <br />~ <br />V <br />W <br />Q <br />3 BEARING WALL FOOTING SECTION z <br />W <br />CD <br />CONCRETE SLAB W/ 6x6 ry <br />W <br />W1.4 x W1.4 WWF OR � <br />FIBERMESH p <br />U-0" A.F.F. � <br />` SEE ARCH <br />d - DETAILS <br />d d <br />O may. <br />\` r G 4 - <br />\ � >= <br />/ 8" MIN <br />O Q <br />0 <br />\, Z W <br />8"x8" THICKENED 8" U) <br />FTG AT <br />STEP-DOWN, SEE VAPOR BARRIER W <br />PLAN z z W <br />4 '� CURB STEP SECTION m LLI O w <br />Irf <br />W Q r <br />W <br />f ' 8" UNDER MASONRY WALL i Z <br />CONCRETE SLAB W/ I--�--I 6" UNDER WOOD WALL Z U Q Q <br />6x6 W1.4 x W1.4 WWF I _ I W L� 0 <br />OR FIBERMESH VARIES d SEE ARCH ¢ I W <br />(MAX 16") LI J - <br />- W <br />�x\�/\//` \ \/ /\/\\/\\LL LL �- <br />\ d / 12" MIN.\/\/\/\ Z <br />/VA ' VVAiVAA/V���/�A�/VAS/VAS/VAA Q Z <br />VAPOR BARRIER \// a a <br />< 0 <br />6" OPT. EXTENSION IN BRICK Q (-- <br />LOCATIONS ON FND PLAN CL Z <br />Orf <br />12" UNDER 1 STORY WALL w/ Q d <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/ 0 W <br />(2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK —' <br />O 0 <br />5 _GARAGE EXT WALL CURB SECTION co <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 038-03 0 <br />FOLLOWING OCCUR: w <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" b Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z <br />FROM STRUCTURE STEEPER THAN V-0" VERTICALLY U` <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n <br />PROJECT NO LLI <br />CONCRETE SLAB W/ 6x6 O 2021.006628 <br />W1.4 x W1.4 WWF OR Q Li- <br />FIBERMESH Z O <br />DRAWN: <br />0'-0" A.F.F. SEE ARCH = KME <br />a ° DEEP) 0„ Uj Up <br />a 4 ° a CHKD. <br />%w\jAv MJP <br />a • d <br />4" EXTENSION x 0 <br />UNDER BRICK VENEER �•�`��'1N 1 co <br />Lq ���'�. (n <br />12" UNDER 1 STORY WALLE•j� •N,�'4 <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� .•"�� S'�'•,• �' Z <br />00 <br />No 85166 Q <br />16" UNDER 2 STORY WALL <br />#4 OR (2) #5 CONT Z * ' DTSigned by: •• <br />BEARING CURB STEP SECTION O =�•'• �aTF (�E '•�= Q/1 <br />LLI 3F46/1DRC UEF43J'[�i <br />z ��'�S�0NA1-���`% <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 />I' - <br />--- - -- - - <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />O_ 05-17-2021 p <br />F- W <br />U REVISIONS: <br />LL - <br />Q No. Description Date ~ <br />U) J <br />(D _- _ - U) <br />JO O <br />Z Z <br />= O <br />U 0 <br />W <br />I- <br />x <br />W ST=2mD <br />W <br />CMUIMETAL CONNECTOR ENGINEERING <br />