Laserfiche WebLink
: ucu&gn Envelope ID: 522DF995-5B8E-4C88-9CF2-A496CE6AE6C0 <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />SEE NOTES (MAX 16") v <br />STUCCO OR DIRECTLY ADHERED cli <br />STONE CLADDING FINISH - MIN 6" rn <br />0 <br />N <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/s' DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />o <br />D <br />o <br />D ° <br />f D <br />D D EXISTING FOUNDATION. <br />I I ° <br />G \D D <br />I 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" EDC <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/s' DIA. TAPCONS D - D <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />D EXISTING FOUNDATION <br />1 I � <br />0A <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 />4 ° a I - ° ° 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 />------ v -- - °---g--- - <br />° 4 <br />ci <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 />) 90 DEGREE <br />- i- <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 />LU <br />o <br />VAPOR BARRIER �\\I W Lu <br />o <br />#4 OR #5 VERT REINFORCING / / //\\ <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48" O.C. <br />\\ p L <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM #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 U) (1) #4 OR #5 <br />WWF OR FIBERMESH > Q ¢ U) CONT <br />y Lu W W <br />w cn Z) FINISH <br />0 GRADE <br />\j\\j\\j\ \\/ \\j\ <br />#4 OR #5 VERT REINFORCING <br />UP TO 3 COURSES: 72" O.C. j I •' 1/\\\\\/ <br />4 TO 5 COURSES: 48" O.C. <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL ADDITIONAL OR <br />#5 IN BRICK LEDGE <br />E <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 />CMU STEMWALL MONO LITHIC SLAB 3'/z' CONCRETE SLAB W/ 6x6 <br />(1) #4 OR #5 CONT:---- W1.4 x W1.4 WWF OR FIBERMESH <br />_\[ <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 VARIES PER <br />4" CONCRETE SLAB W/ <br />36" MAX ARCH PLANS \ \ \ \ <br />° a ° <br />6x6 W1.4 x W1.4 WWF <br />OR FIBER MESH <br />- - - - - - - - - __ °- < // 12" MIN \<I ° ° ° '\ VAPOR BARRIER <br />w z - < ° Q < ^ `r\\\ \\\ / / FOOTING TO BEAR ON FIRM <br />° ° #4 OR #5 // UNDISTURBED SOIL <br />O .° REINFORCING PER <br />0 Z . ° MONOLITHIC FOOTING <br />a ° SECTION 6" OPT. EXTENSION b <br />° < IN BRICK LOCATIONS <br />° FOOTING TO BEAR ON FIRM ON FND PLAN <br />° °A 4° _ UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) <br />a 4 ° ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT <br />MIN12" /\\/\\/\\/\\/\\/\\%\\ BAR IN BRICK LEDGE <br />//\//\//\//\//\//\//\\ 16" UNDER 2 STORY WALL W/ (3) <br />\\/\\\\\ <br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH <br />//\//\//\//\//\//\//\// //\//\//\\// /' • STEMWALL FOOTING TO EXTEND MIN <br />12" BELOW MONOLITHIC FOOTING <br />• 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 />DEPTH EXCEEDS 28". <br />LOCATE AND TIE INTO STEMWALL FOOTING <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 />\ o <br />VAPOR BARRIER <br />e <br />r '­ 'qA <br />. A�19 <br />ALL OTHER EXTERIOR WALL p - <br />CLADDING - MIN 8", U.N.O. ON ARCH N O <br />%%�// //\\//\\/\ APEX <br />12 MIN \CR <br />• 0 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 U_ <br />16" UNDER 2 STORY WALL w/ LLjtds i!i <br />(2) #5 OR (3) #4 CONTINUOUS J <br />J N <br />true design studios <br />1 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 Q SUITE 100, JACKSONVILLE, FL 32211 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O <br />CONCRETE SLAB w/ 6x6 O <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W <br />FIBERMESH j <br />DIHONON' <br />>\\ J AoWiIA <br />f <br />4 a m <br />LU <br />/ 16" VAPOR BARRIER Q <br />3 BEARING WALL FOOTING SECTION Z <br />w <br />0 <br />w <br />CONCRETE SLAB W/ 6x6 Of <br />W1.4 x W1.4 WWF OR This item has been electronically <br />FIBERMESH � signed and sealed by Justin M Lanier, <br />0'-0" A.F.F. O PE on the date and/or time stamp <br />shown using a digital signature. <br />SEE ARCH d? Printed copies of this document are <br />° 4 \° DETAILS of considered signed and sealed <br />_ - ° - <br />° nd the signature must be verified <br />4 <br />- IUDq - by a 3rd Party Certificate Authority <br />8" MIN O n any electronic copy - A <br />Z W <br />8"x8" THICKENED 8" U) -�- <br />FTG AT <br />00 <br />STEP-DOWN, SEE VAPOR BARRIER W <br />PLAN =j z W <br />4 CURB STEP SECTION m Uj O w <br />LU <br />LU Q SL <br />w Q O <br />8" UNDER MASONRY WALL Z_ <br />6" UNDER WOOD WALL z Q <br />CONCRETE SLAB W/ _ Z U Q <br />6x6 W1.4 x W1.4 WWF <br />OR FIBERMESH VARIES�J ° SEE ARCH J Li.l 2 <br />W <br />4 ° (MAX 16") ti <br />/\/\ Z <br />LL - <br />12" M I N\\/\\/\\/\\/\� <br />\/ z <br />VAPOR BARRIER �/� �/\ \\ r\\j\\//\\//\\//i\//\ O <br />° 4 O <br />W <br />6" OPT. EXTENSION IN BRICK <br />LOCATIONS ON FND PLAN _Z <br />12" UNDER 1 STORY WALL w/ 0 CL <br />CL <br />(2) #5 OR (2) #4 CONTINUOUS -- ADDITIONAL NO. 4 OR NO. 5 O I.L. <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL w/ Q W <br />� (2) #5 OR (3) #4 CONTINUOUS Abbott Park J <br />O U <br />5 GARAGE EXT WALL CURB SECTION J <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ¢ LOT 025-03-1 B o <br />FOLLOWING OCCUR: -- 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 - U <br />PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. Cl) <br />PROJECT NO: W <br />CONCRETE SLAB W/ 6x6 _1 2021.012594 LL <br />W1.4 x W1.4 WWF OR 0 0 <br />FIBERMESH Z <br />0'-0" A.F.F. SEE ARCH = DRAWN: CD o <br />- ° - °- - -- - - (MAX 20" LU LO <br />° 4 ° a 41 ° ° DEEP) CHKD: <br />MJP W <br />4" EXTENSION <br />UNDER BRICK VENEER ♦♦����(�N L.AW <br />12" UNDER 1 STORY WALL ♦♦♦ �J�' E N <br />W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ; 'y\ SF �� Z_ <br />No 85166 'S <br />16" UNDER 2 STORY WALL Z <br />w/ (3) #4 OR (2) #5 CONT = * :• DocuSipned by: <br />BEARING CURB STEP SECTION �:. "�i71Q&FEF43`7.. � <br />6 --_ . <br />Q R p' �\ ♦♦� Z <br />Z ��� SRO 1. E�♦♦♦ > <br />TYPICAL REINFORCING <br />BARS AT FTHICKENED 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 />II- - - - - - - - - <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />v) iIII NA < <br />O 11-01-2021 p <br />�- w <br />U REVISIONS: Uj <br />- - -- <br />Q No. Description Date w <br />(n J <br />>- U <br />O H <br />Z Z <br />= =0 <br />U � <br />w <br />X W ST=2mD <br />CMU/METAL CONNECTOR ENGINEERINGQ <br />