Laserfiche WebLink
_ I _. _ !d {. <br />DocuSign Envelope ID: B7F25CE9-A3C0-4F4B-925D-8CF79ADAA1C1 <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 />P D ° o <br />o ° EXISTING FOUNDATION. <br />I p ° <br />�D \\ ° <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 <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 /N D <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. i <br />D ° EXISTING FOUNDATION <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 />d ° ° ° - - --- DEEP) <br />4" EXTENSION <br />I UNDER BRICK VENEER <br />12" UNDER 1 STORY WALL <br />16" UNDER 2 STORY WALL <br />VAPOR BARRIER <br />C*- EARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />° a <br />VAPOR BARRIER <br />*5EARING WALL FOOTING SECTION. <br />LAP #5 CONTINUOUS BAR AS <br />NEEDED. MIN 12" LAP AS SHOWN <br />) DEGREE <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" <br />INTO MONOLITHIC THICKENED EDGE <br />MIN 24" LAP <br />4" CONCRETE SLAB W/ <br />•° 6x6 W1.4 x W1.4 WWF <br />- - - - - -°- - OR FIBER MESH <br />U) --- ------ ° ----� -.,--- <br />WZ <br />U) ) ° ° e e 4 <° ° #4 OR #5 <br />REINFORCING PER <br />OV ¢ ° . d ° ° • ° • 4 MONOLITHIC FOOTING <br />d SECTION <br />• FOOTING TO BEAR ON FIRM <br />° ° ` 44 . UNDISTURBED SOIL <br />1 d° MIN I12" <br />LOCATE VERTICAL <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <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 />AND TIE INTO STEMWALL FOOTING <br />REINFORCEMENT <br />CMU STEMWALL TO MONOLITHIC TRANSITION 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 />------ - w <br />_ (n <br />Cn <br />VAPOR BARRIER �� j\� o Lo <br />#4 OR #5 VERT REINFORCING\\/ //\\//r\\// / <br />UP TO 3 COURSES: 72" O.C. <br />4 TO 5 COURSES: 48", O.C. :�/// /\/�// , <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM 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 J (1) #4 OR #5 <br />WWF OR FIBERMESH > Q ¢ CONT <br />o ♦ W ~ LJJ <br />uJ uJ co <br />0: FINISH <br />- s • O GRADE <br />\/\/\ 0 \ \\ <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 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 />(1) #4 OR #5 CONT: <br />36" MAX VARIES PER <br />ARCH PLANS <br />\ 12" MIN <br />, , ,. \ /_ <br />6" OPT. EXTENSION <br />IN BRICK LOCATIONS <br />ON FND PLAN <br />3'/z" 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 />VAPOR BARRIER <br />FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />12' UNDER 1 STORY WALL W/ (2) <br />ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT <br />BAR IN BRICK LEDGE - <br />16" UNDER 2 STORY WALL W/ (3) <br />I#4 OR (2) #5 CONT <br />1 M0NOLOTHIC 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 3'-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" rn 0 <br />n ° n 0 <br />ALL OTHER EXTERIOR WALL <br />// o CLADDING - MIN 8", U.N.O. ON ARCH O 0 <br />//�,,�,�/�, N APES VAPOR BARRIER \//\\ <br />\ 12"MIN/ /\/\/\/\/\� N tom) <br />ON <br />FOOTING TO BEAR ON <br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK r <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/ L <br />(2) #5 OR (3) #4 CONTINUOUS J <br />tds �i true design studios a) <br />MONOLITHIC FOOTING SECTION z <br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 vi <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />CONCRETE SLAB w/ 6x6 O to <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W <br />FIBERMESH <br />- - Q <br />041HOMN <br />° --- <br />\/\\ 4 ° m r <br />Lij <br />16" VAPOR BARRIER Q <br />a <br />U) <br />3 BEARING WALL FOOTING SECTION Z <br />W <br />(D <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR O This item has been electronically <br />FIBERMESH 0 signed and sealed / Justin st 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 Printed copies of this document are <br />° n ° DETAILS not considered signed and sealed <br />Q \ \ 4 d ° LLO >NRby <br />nd the signature must be verified <br />4 - a 3rd Party Certificate Authority <br />\� 8" MIN O �n any electronic copy v' , <br />w <br />Z <br />$"x8" THICKENED 8" U) <br />Uj <br />U Q <br />FTG AT <br />STEP-DOWN, SEE VAPOR BARRIER W <br />PLAN U) J Z Lu <br />4 CURB STEP SECTION m Uj O C� <br />-- W <br />W Q O <br />UNDER MASONRY WALL Z �' <br />CONCRETE SLAB W/ [6"' <br />UNDER WOOD WALL W M <br />6x6 W1.4 x W1.4 WWF W <br />W <br />OR FIBERMESH VARIES d J <br />SEE ARCH 2 Q (MAX 16") W ti <br />VAPOR BARRIER <br />0 X <br />LL <br />12" MIN .`/\\ Z r- <br />• Z <br />Q <br />_ H <br />i 0 <br />6" OPT. EXTENSION IN BRICK o F- <br />LOCATIONS ON FND PLAN a Z <br />Of <br />O a <br />ADDITIONAL NO.4 OR NO. 5 0 LL <br />BAR IN BRICK LEDGE Q <br />W <br />af Abbott Park Q <br />EE <br />GARAGE EXT WALL CURB SECTION <br />W <br />5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />Q <br />LOT 026-03-16 <br />FOLLOWING OCCUR: <br />- -- - - <br />W <br />I- <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Z <br />Z <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />- <br />(D <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />(n <br />O <br />PROJECT NO: <br />WW <br />CONCRETE SLAB W/ 6x6 <br />J <br />2021.012595 <br />W1.4 x W1.4 WWF OR <br />O <br />LL <br />FIBERMESH <br />Z <br />DRAWN <br />0'-0" A.F.F. ARCH <br />= <br />CD <br />c <br />S rJ O <br />-� - °-- - - - (MAX 20" W <br />4 ° 4 _ a ° d DEEP) X cHI<D: MJP <br />4" W J <br />p • d <br />EXTENSION x U <br />UNDER BRICK VENEER ��!��N �qA���,U) <br />12" UNDER 1 STORY WALL �` C, E N • •.'4 <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER co: .••�,� S� •. _Z <br />i <br />• No 85166 <br />16" UNDER 2 STORY WALL W <br />W/ (3) #4 OR (2) #5 CONT Z> _ * ' Do3lgned by: <br />- > .0 <br />'LIJ"'0 <br />BEARING CURB STEP SECTION ��, FT&F1DA2DEF435,�'441 <br />Al <br />- TYPICAL REINFORCING <br />BARENED <br />FOOTS <br />NG, SEE AT KPLAN <br />/-MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />RE-ENTRANT CORNERS <br />HOUSESLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />lilts <br />QQ <br />O 11-01-2021 Q <br />i=LU <br />U REVISIONS: _ <br />-- - -- <br />No. Description Date W <br />(D CA <br />O <br />O Z <br />_ 0 <br />W <br />H <br />x <br />W ST=2.D <br />d <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />