Laserfiche WebLink
)ocuSign Envelope ID: A095C3AF-A07D-4010-AA89-00747822C066 <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 />° <br />° <br />D D <br />D EXISTING FOUNDATION. <br />D ° <br />G D <br />I � <br />D \ ° <br />D <br />8" CMU WALL OVERHANGS LESS THAN 1" <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />0'-0" A.F.F. <br />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 />a - <br />° ° ° ° / \//\\ N <br />/l\ <br />In <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 />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 w <br />co <br />Q O <br />VAPOR BARRIER -/\\/ w Uj p �' <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 /\\/ //�\\/\\/\\ #6 NI ONAL BIRICK 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 J CONTO #5 <br />VWVF OR FIBERMESH > y ¢ ¢ w <br />_ w ~ <br />w LLJ U) <br />- - -- - FINISH <br />LO <br />O \ GRADE <br />//\\/ <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 #4 OR <br />#5 IN BRICK LEDGE <br />VERT REINFORCEMENT TO 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 />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL CMU STEMWALL MONO LITHIC SLAB (1) #4 OR #5 CONT. 3 Yi' CONCRETE SLAB W/ 6x6 <br />WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 W1.4 x W1.4 WWF OR FIBERMESH <br />CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE MIN 24' LAP <br />MIN. 3" EDGE DISTANCE VARIES PER- <br />- I 4" CONCRETE SLAB W/ 36 MAX ARCH PLANS ° \\ \\ \�/\� 7 <br />6x6 W1.4 x W1.4 WWF �� T <br />_ STRIP OF WWF FROM F.F.E. TO .• ° ° OR FIBER MESH \\ \\ \\ \ \\,�� <br />BOTTOM OF FTG. WWF TO - - -- <br />EXISTING FOUNDATION FACE w/ ° - < - p • 12" MIN / ° \ VAPOR BARRIER <br />p - - C> ° - - ° - -6 - p ° ° ° #4 OR #5 /\\//� //�� \ //\/� i • rn • j UNDISTURBED SOILFOOTING TO BEAR ON FIRM <br />(2) ROWS OF 316" DIA. TAPCONS / _ \\ \\ <br />OR CUT NAILS @ 24" O.C. COVER / ° ° O CO < ° ° REINFORCING PER \ <br />FLUSH w/ 3000 si CONCRETE. 9 O ° / \ <br />p D RZ ______ __ _ ____ _ __ _ ° � ° � ° ° e ° ° ° SEOCT ON MONOLITHIC FOOTING 6" OPT. EXTENSION b <br />° D EXISTING FOUNDATION F- -1 ° ` ° IN BRICK LOCATIONS <br />i ' - L ° e a a FOOTING TO BEAR ON FIRM ON FND PLAN <br />° ` 4, UNDISTURBED SOIL 12' UNDER 1 STORY WALL W/ (2) <br />° ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT <br />\ \ \ \ \ \ \ <br />I °° • MINI12" /\/\/\/\/\/\/\ BAR IN BRICK LEDGE - <br />\ ° a° • • //\//\//\//\//\//\/ 16" UNDER 2 STORY WALL W/ (3) <br />l\7/\/\�\7/\'/\/\T <br />\\/\\/\\/\\/\\/\\/\\/ \\/\\/\\/\\//\\/�\\r�\ 1 MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH <br />8�� CMU WALL OVERHANGS 2.5,� OR LESS //\//\//\//\//\//\//\// //\//\//\// •STEMWALL FOOTING TO EXTEND MIN <br />/\�/\\//\\//\\//\\//\�/l\\� /\�/�\'�\ 12" BELOW MONOLITHIC FOOTING <br />NOTES: /\\/\/\�\��\/ *ADDITIONAL #4 OR #5 VERTICAL TO BE *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />//\\�\\ LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE <br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS <br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: <br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION <br />CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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 <br />FIBERMESH STUCCO OR DIRECTLY ADHERED <br />STONE CLADDING FINISH - MIN 6" a, p <br />ALL OTHER EXTERIOR WALL N O <br />\ \ \ \ \ \\ CLADDING - MIN 8", U.N.O. ON ARCH O 04 0 <br />VAPOR BARRIER /\%\\, ° 4 \\ �\/�\/�\\� � APEX -� <br />\ \ \ \ \ <br />\/\ 12 MIN \/\/\ cV 0 <br />00 <br />�y <br />FOOTING TO BEAR ON � - � 6" OPT. EXTENSION IN BRICK <br />IL 1 <br />FIRM UNDISTURSBOED LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL wl cc i Zz. <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J <br />BAR IN BRICK LEDGE LL <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS J <br />J tds -6 <br />true design studios N <br />MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O <br />FOLLOWING OCCUR: Y <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 SUITE 100, JACKSONVILLE, FL 32211 ci <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 <br />PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O �6 <br />O M <br />CONCRETE SLAB w/ 6x6 <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w <br />FIBERMESH <br />a) <br />0-HOMON <br />° b - �_ <br />/N�x J 1 <br />LLJ <br />/ 16" VAPOR BARRIER Q <br />C< <br />f <br />3 BEARING WALL FOOTING SECTION 0 <br />z <br />w <br />0 <br />w <br />CONCRETE SLAB W/ 6x6 w <br />W1.4 x W1.4 WWF OR O <br />FIBERMESH O <br />0'-0" A.F.F. 0 <br />a ° _ SEE ARCH 1 <br />\° <br />DETAILS � <br />LO <br />8" MIN <br />a <br />z L1J <br />8"x8" THICKENED 8" (n <br />FTG AT co W < <br />LU <br />VAPOR BARRIER <br />STEP-DOWN, SEE � <br />PLAN =j z W <br />4 -CURB STEP SECTION m LJJ O U) <br />-- w <br />w Q 8" UNDER MASONRY WALL Z O <br />'I- `II 0 > Q <br />CONCRETE SLAB W/ �^, 6" UNDER WOOD WALL Z M W 0 0 <br />6x6 W1.4 x W1.4 WWF I I w W w <br />OR FIBERMESH VARIES 1 Q Q J W <br />SEE ARCH <br />VAPOR BARRIER <br />(MAX 16") W W <br />o X <br />__t� �17 i qe <br />/ //\// / / / �TT7� = <br />K12" MIN%\\%\\%\\%\\�\� Z <br />\\\\\\ O z <br />0>0 <br />/ 0 <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN d z <br />O a <br />ADDITIONAL NO. 4 OR NO. 5 0 LI_ <br />BAR IN BRICK LEDGE Q - <br />Q w <br />ABBOTT PARK Q <br />5 GARAGE EXT_WALL CURB SECTION � U) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 016-03 W <br />FOLLOWING OCCUR: ------- -- -- w <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Q <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (q <br />PROJECT NO w <br />CONCRETE SLAB W/ 6x6 O 2021.006618 0 <br />W1.4 x W1.4 WWF OR O LL <br />FIBERMESH z DRAWN: O <br />0'-0" A.F.F. SEE ARCH U KME o <br />-° - - z--- -- - - -- (MAX 20" <br />--- DEEP) CHKD <br />_ � - <br />X 0 <br />4" EXTENSION <br />UNDER BRICK VENEER <�`�,�1N ����i (n <br />12" UNDER 1 STORY WALL } .`�%% �c E 1V ��F'9 �� O <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :� •.•'�,� S�`•••• �� z <br />- 0 No 85166 <br />16" UNDER 2 STORY WALL <br />W/ (3) #4 OR (2) #5 CONT > * • DopuSigned by: •• <br />BEARING CURB_ STEP SECTION w 10'••06 <br />•• F7,DYtCDEF43•Y/� <br />--- - z ���'SS/�NA1-����. <br />TYPICAL REINFORCING <br />BARS AT THICKENED O 05-18-2021 0 <br />FOOTING, SEE PLAN w <br />MIN 24" LONG #a OR #5 0 REVISIONS: w <br />BAR SET AT MID -DEPTH U_ <br />OF SLAB, TYP ALL No. Description Date ~ <br />RE-ENTRANT CORNERS J <br />-------- <br />------ O H <br />HOUSE SLAB J ---- O <br />C---= O z <br />z - O <br />-- - - - 3: <br />RE-ENTRANT CORNER DETAIL U 0 <br />w <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL W <br />ST 2mD <br />RE-ENTRANT CORNERS a- <br />CMUIMETAL CONNECTOR ENGINEERING <br />