Laserfiche WebLink
)ocuSign Envelope ID: 2ECF248B-37EA-4A3E-BDC4-2ADA9C50FE90 <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <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 />EXISTING FOUNDATION. <br />G <br />G D D <br />I � <br />D \ <br />A <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. SEE ARCH <br />�—° — — i — — — — (MAX 20" <br />n 4 ° G ° DEEP) <br />© - <br />/ 4" EXTENSION <br />UNDER BRICK VENEER <br />LU12"'NDER 1 STORY WALL VAPOR BARRIER <br />NDER 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 />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />' "" #5 CONTINUOUS BAR AS <br />DED, MIN 12" LAP AS SHOWN <br />i BAR BEND 90 DEGREE <br />)F FOOTING <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 <br />BLOCK W! (1) #4 OR #5 CONT. <br />---- — — — — <br />— LIJ <br />O <br />0 <br />VAPOR BARRIER - �\\�/ <br />I LU Lo <br />o x <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 -- /\\ \ ADDITIONAL #4 OR <br />//� / #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 �TEMWALL <br />SECTION <br />.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 cr_ U J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q Q CONT <br />,. uJ wLU <br />� o FINISH <br />0 GRADE <br />" \\%/\\j/\\j/\ <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. { <br />p b <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL #4 OR <br />#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 />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR 1 <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOW SILL �, CMU STEMWALL MONO LITHIC SLAB 3'Y2' CONCRETE SLAB W/ 6x6 <br />WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />CONTINUOUS TO EXTEND MIN 24" 1 MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />INTO MONOLITHIC THICKENED EDGE MIN 24" LAP <br />MIN. 3" EDGE DISTANCE 36" MAX VARIES PER <br />ARCH PLANS <br />' 4" CONCRETE SLAB W/6x6 W1.4 x WIA <br />STRIP OF WWF FROM F.F.E. TO -- -- - ° - OR FIBER MESH /+����\ \/\/\� ` <br />BOTTOM OF FTG. WWF TO — — — - — — -.° \//\\//\\//\ \ r� XK <br />Q ----------j—=°—�--- ---° /\/\/ 12"MIN �` ° \ VAPOR BARRIER <br />EXISTING FOUNDATION FACE w/ p — — — — -.- w z UNDISTURBED SOIL <br />3 D D —D D D n U) 0 ° °, #4 OR #5/\/\ FOOTING TO BEAR ON FIRM <br />(2) ROWS OF /6 DIA. TAPCONS / \\,�\ , <br />OR CUT NAILS @ 24" O.C. COVER p O ° • REINFORCING PER r <br />D O Z ° ° ° ° ° MONOLITHIC FOOTING \' <br />FLUSH w/ 3000psi CONCRETE. f 0 ° ° a ° ° a V - SECTION 6" OPT. EXTENSION b <br />D EXISTING FOUNDATION ° 4 IN BRICK LOCATIONS <br />.. ° FOOTING TO BEAR ON FIRM ON FND PLAN <br />_ ° UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />- ° ° ADDITIONAL NO. 4 OR NO. 5 ( ) <br />D \ \ n ° ° ° ° °` 1 °° ° MIN112" /\\/\\/\\/\\/\\/\\/\\/ BAR IN BRICK LEDGE #4 OR 2 #5 CONT <br />//\//\//\//\//\//\//\\ 16" UNDER 2 STORY WALL W/ (3) <br />#4 OR (2) #5 CONT <br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />8" CMU WALL OVERHANGS 2.51, OR LESS %\/�\/�\/�\/�\/�\/�\/� /��//�//\//�//\ rSTEMWALL FOOTING TOEXTEND MIN <br />\� \� \�/\�/\\/\�\�r• ���/��r�� 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" <br />NOTES: //\\//\\/�\\��\\���\// • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG <br />//�/i <br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". <br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTINGREINFORCEMENT 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 1'-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 />ALL OTHER EXTERIOR WALL00(1**\ <br />° CLADDING -MIN 8", U.N.O. ON ARCH O O <br />\\ \ ° APEX C_ <br />00 <br />VAPOR BARRIER `//\\\�\\/\\/\\/\\/\\/� r- <br />V� p 12 MIN \/\/A/A/\/\� CV C) <br />D> N <br />FOOTING TO BEAR ON \ / <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK <br />SOIL LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ M <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 `J <br />BAR IN BRICK LEDGE ,z <br />16" UNDER 2 STORY WALL w/ u <br />(2) #5 OR (3) #4 CONTINUOUS J tds J-6 <br />q� <br />true design studios <br />1 MONOLITHIC_ FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <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 Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. 00 <br />r- v� <br />CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W <br />FIBERMESH <br />DoRsHOMON' <br />\ <br />16" VAPOR BARRIER Q <br />C< <br />CO <br />3 BEARING WALL FOOTING SECTION Z <br />w <br />O <br />w <br />CONCRETE SLAB W/ 6x6 x <br />W1.4 x W1.4 WWF OR 0 <br />FIBERMESH 00 <br />0'-0" A.F.F. <br />SEE ARCH 0) <br />4- \" DETAILS ti <br />a Q <br />\�\ 8" MIN 0 r/1 <br />a V <br />z W <br />8"x8" THICKENED 8" W L — <br />FTG AT w <br />STEP-DOWN, SEE VAPOR BARRIER z <br />PLAN U ` W <br />CURB STEP -SECTION m LU 0 U) <br />w Q <br />w `t 0 <br />8" UNDER MASONRY WALL Z <br />CONCRETE SLAB W/ 6" UNDER WOOD WALL z Q Q <br />6x6 W1.4 x W1.4 WWF W LU <br />w <br />SEE ARCH <br />OR FIBERMESH VARIES = ° 0 W <br />Q J <br />e 1: a __o (MAX 16") W Wj.� <br />-- - <br />/\// \ \ o \/ 12" MIN\/\\\/\\\/\� \/\\ LL L L <br />\ \ r�\\r\\\/\\\/\\\/\\\/\\\ O O <br />VAPOR BARRIER \//i.�l� 4 r/" � . ��//i//�// L_ <br />%i <br />SEE NOTES (MAX 16") U <br />O <br />STUCCO OR DIRECTLY ADHERED <br />_ STONE CLADDING FINISH - MIN 6" p, <br />c N <br />/ \ / 6" OPT. EXTENSION IN BRICK 0LU <br />♦-- <br />LOCATIONS ON FND PLAN a- z <br />rVoo <br />12" UNDER 1 STORY WALL w/ O a <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U UL <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ p W <br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park Q <br />5 GARAGE EXT WALL CURB SECTION U) <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 014-01 w <br />FOLLOWING OCCUR: - <br />H <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (�i� <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 O 2021.003459 0 <br />W1.4 x W1.4 WWF OR O ILL. <br />FIBERMESH z DRAWN: O <br />0' 0" A.F.F. SEE ARCH 1:LDG 801 <br />---o-- --- __. <br />-- - _- --- (MAX 20" U LLI- - 0 <br />°— — — — — — — <br />LO <br />a ° DEEP) I`- CHKD: V) <br />r \MJP <br />//\\ 4" W J <br />•a • a a. <br />4" EXTENSION x U <br />UNDER BRICK VENEER Q OOV!111 � Lq 11i,�� <br />12" UNDER 1 STORY WALL , �J�• VAPOR BARRIER z <br />�, E �% •N/�9 ��� � <br />w/ (2) #4 OR (2) #5 CONT m : S •••• � <br />N o Doc 9iglge4y: � <br />16" UNDER 2 STORY WALL W <br />w! (3) #4 OR (2) #5 CONT z= r <br />BEARING CURB STEP SECTION O • �.TATE OF <br />W <br />' � <br />%�,� 3F4 I -VA, EF : <br />Ole <br />-- TYPICAL REINFORCING I, � <br />BARS AT THICKENED Q 03-22-ZO21 <br />1 1 FOOTING, SEE PLAN W <br />MIN 24" LONG #4 OR #5 c~j REVISIONS: W <br />BAR SET AT MID -DEPTH 2 <br />L!r <br />OF SLAB, TYP ALL -- <br />RE-ENTRANT CORNERS Q No. Description - Date W <br />U) Q <br />� U <br />I'--- ------- _ <br />HOUSE SLAB 0 z <br />z 0 <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />U <br />w <br />H <br />x <br />W ST=2mD <br />a- <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />