Laserfiche WebLink
DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 <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 316" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER D o <br />FLUSH w/ 3000psi CONCRETE. D <br />D EXISTING FOUNDATION. <br />D � <br />� D <br />I D \ \ 4 <br />f � <br />D <br />8" CMU WALL OVERHANGS LESS THAN 111 <br />GROUT BOTTOM 3 COURSES <br />OF EXISTING CMU WALL FOR <br />LENGTH OF OVERHANG. FILL <br />TO BOTTOM OF WINDOWSILL <br />WHERE NEEDED <br />MIN. 3" EDGE DISTANCE <br />< I <br />STRIP OF WWF FROM F.F.E. TO <br />BOTTOM OF FTG. WWF TO <br />EXISTING FOUNDATION FACE w/ <br />(2) ROWS OF 3/16" DIA. TAPCONS <br />OR CUT NAILS @ 24" O.C. COVER <br />FLUSH w/ 3000psi CONCRETE. <br />� <br />D <br />D � <br />D <br />D I <br />D <br />D <br />EXISTING FOUNDATION <br />8" CMU WALL OVERHANGS 2.511 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 />a <br />—, — — — — — (MAX 20" <br />d d <br />° 4 — — — DEEP) <br />a _ a Q o °. <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 />6 BEARING CURB STEP SECTION <br />CONCRETE SLAB w/ 6x6 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />— — <br />a <br />16" <br />VAPOR BARRIER <br />3 BEARING WALL FOOTING SECTION <br />I AM .uc n/­%nlTlr.n I`"AUS BAR AS <br />_AP AS SHOWN <br />V l./IV I IIVVV VJ I.iVIVI�I\L I L <br />FOOTING, SEE PLAN <br />TYPICAL STEP IN FOOTING DETAIL, <br />8" CMU CHAIR BLOCK W/ (1) #5 —� <br />CONTINUOUS TO EXTEND MIN 24" <br />INTO MONOLITHIC THICKENED EDGE <br />LOCATE VERTfeAb <br />REINFORCEMENT IN LAST <br />STEMWALL CELL <br />MONO LITHIC SLAB <br />D DEGREE <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 />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 />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 oL BLOCK W/ (1) #4 OR #5 CONT. <br />— — — — -- LU <br />X Q o <br />/ �_ U <br />VAPOR BARRIER \\Lu o X <br />#4 OR #5 VERT REINFORCING/\// <br />UP TO 3 COURSES: 72" O.G. ��/\\ /\\/\\ ` <br />4 TO 5 COURSES: 48" O.C. x17 <br />ADDITIONAL #4 OR <br />FOOTING TO BEAR ON FIRM `\/ . //�\ j '\ #5 IN BRICK LEDGE <br />UNDISTURBED SOIL <br />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) CONT <br />OR #5 <br />WWF OR FIBERMESH > Q Q C0 <br />I.LU w <br />e o FINISH <br />O 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 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 />3'/2' CONCRETE SLAB W/ 6x6 <br />(1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH <br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. <br />36" MAX <br />VARIES PER <br />ARCH PLANS <br />— <br />\/\ <br />\ <br />12" MIN <br />/ <br />° '\ VAPOR BARRIER <br />/ FOOTING TO BEAR ON FIRM <br />UNDISTURBED SOIL <br />6" OPT. EXTENSION b <br />IN BRICK LOCATIONS <br />ON FND PLAN <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 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 <br />W1.4 x W1.4 WWF OR <br />FIBERMESH <br />° <br />\\ <br />VAPOR BARRIER <br />SEE NOTES (MAX 16") U <br />STUCCO OR DIRECTLY ADHERED cli <br />STONE CLADDING FINISH - MIN 6" M O <br />o <br />ALL OTHER EXTERIOR WALL O <br />CLADDING - MIN 8", U.N.O. ON ARCH O APEX <br />0 <br />`\//\\//\\/\\/�\ 12 MIN/00 <br />N c <br />�\ \ / oz <br />FOOTING TO BEAR ON / <br />FIRM UNDISTURBED 6" OPT' <br />EXTENSION IN BRICK � <br />SOIL LOCATIONS ON FND PLAN N <br />12" UNDER 1 STORY WALL w/ CO <br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 LJL d <br />� g , <br />BAR IN BRICK LEDGE <br />16" UNDER 2 STORY WALL w/ <br />(2) #5 OR (3) #4 CONTINUOUS J <br />MONOLITHIC FOOTING SECTION z <br />1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE <br />FOLLOWING OCCUR: p <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 0 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O <br />PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O <br />O <br />CONCRETE SLAB w/ 6x6 LU <br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR""v"""`����`w����""v`�`�`�"""""�""cy <br />FIBERMESH 0' <br />— —� _—a --- — 041HORION° \° d d ° �\ \/�\/�\ N / <br />"W-1 00131,SW <br />LLI <br />/ VAPOR BARRIER Q a <br />16" � <br />BEARING WALL FOOTING SECTION z 3 <br />W <br />O <br />W <br />CONCRETE SLAB W/ 6x6 <br />W1.4 x W1.4 WWF OR This item has been electronically <br />FIBERMESH � signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />0'-0" A.F.F. (y) shown using a digital signature. <br />° SEE ARCH I Printed copies of this document are <br />DETAILS >.not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />8" MIN O <on any electronic copy v,I A <br />8"x8" THICKENED 8" W W <br />FTG AT W <br />STEP-DOWN, SEE VAPOR BARRIER z <br />PLAN <br />CURB STEP SECTION m Uj O co4 <br />w <br />VAPOR BARRIER <br />w Q O <br />8" UNDER MASONRY WALL Z <br />Q Q <br />6" UNDER WOOD WALL Z M � Q <br />W W W <br />Q W <br />F, SEE ARCH p Q <br />(MAX 16") W <br />O X <br />\ \/\/\/\/\/\ LL LL <br />12" M I N A \ <br />\\/\\/\\/\/\� Z T <br />\�\\\//��//�\//�\//\\\ O <br />Q O <br />Q 0 <br />/ \ / 6" OPT. EXTENSION IN BRICK 0 H <br />LOCATIONS ON FND PLAN Z <br />O a. <br />ADDITIONAL NO. 4 OR NO. 5 CU LL <br />BAR IN BRICK LEDGE Q — <br />0 W <br />Abbott Park Q <br />U) <br />GARAGE EXT L CURB SECTION <br />5 CONTACT FOR PRIO���A NSTRUCTION IF ANY OF THE <br />ILL <br />LOT 021-03-1 B <br />LU <br />Q <br />LU <br />FOLLOWING OCCUR: <br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" <br />C) <br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <br />Z <br />Z <br />0 <br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY <br />PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. <br />W <br />O <br />PROJECT NO: <br />W <br />CONCRETE SLAB W/ 6x6 <br />J <br />O <br />2021.014960 <br />ILL <br />W1.4 x W1.4 WWF OR <br />0 <br />FIBERMESH <br />0'-0" A.F.F. <br />Z <br />DRAWN: <br />SEE ARCH <br />U <br />KME <br />o <br />d— a —.-(MAX 20" <br />W <br />Ln <br />4 o DEEP) <br />d — d a d <br />X <br />MJP <br />/ a •d 4" <br />W <br />J <br />4" EXTENSION X U <br />UNDER BRICK VENEER Lgll �r U) <br />, 12" UNDER 1 STORY WALL m ���� •E•N,3 IFS z <br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER `�.• F �� <br />16" UNDER 2 STORY WALL � * N �oPtT I&%d bye * Q <br />w/ (3) #4 OR (2) #5 CONT Z <br />6 BEARING CURB STEP SECTION O 0 : 8,TATE OF •4: <br />i 3F4671Df�CDV._ W <br />Q�ii�� . < O H O,.• ��,��� Z <br />i I I <br />TYPICAL REINFORCING <br />BARSATTHICENED <br />FK FOOTING, SEE <br />MIN 24" LONG #4 OR #5 <br />BAR SET AT MID -DEPTH <br />OF SLAB, TYP ALL <br />�I RE-ENTRANT CORNERS <br />II I� _ _ <br />II--------- — <br />HOUSE SLAB <br />RE-ENTRANT CORNER DETAIL <br />(RECOMMENDED) <br />PLAN VIEW, DETAIL TYPICAL @ ALL <br />RE-ENTRANT CORNERS <br />C/J f//1/ <br />Q <br />O 12-29-2021 p <br />I— W <br />U_ REVISIONS: <br />Q No. Description Date W <br />W J <br />(D o <br />O { <br />O z <br />2 O <br />U 0 <br />W <br />x <br />W ST=2mD <br />W <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />