8067 Wheat Stone Dr - Laserfiche WebLink

Browse Search

DocuSign Envelope ID: BD119C90-OFC1-4EAB-BB12-CE81075C941B I I 1 1 I I l l l 1 11 I fl n 1' - f e I ll im I I I I I I n l 1! 1 1 I 1 I EXISTING EXTERIOR CMU --- \ H MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ ° p (2) ROWS OF 316" DIA. TAPCONS T OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. % ° EXISTING FOUNDATION. p ° • D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ° - ,-- - - - -- (MAX 20" ° a ° ° \ \\ \\ d -d DEEP) a ° 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *BEARWG CURB STEP SECTION i[. CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° ° VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I A I - /"°!'YkIT1411 1^US BAR AS _AP AS SHOWN L/IJIV 1 IIYVVVV Vl119V1\L I L FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, ) DEGREE CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB h BLOCK W/ (1) #4 OR #5 CONT. - - - - - - - w O \/\ w U VAPOR BARRIER //\�// Lu o #4 OR #5 VERT REINFORCING \\ \ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \\/ ° • ° L c/\\ OR FOOTING TO BEAR ON FIRM \\� /j\'/ # ADDITIONAL BR CK L#E4DGE UNDISTURBED SOIL VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE TO HAVE 6" BEND AT BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 2 STEMWALL SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. U-0" A.F.F. (BEYOND) C) FLOATING CONCRETE w INV U-BLOCK W/ OR #5 SLAB W/ 6x6 W1.4xW1.4 U LU CONT WWF OR FIBERMESH > Q IQ- w sLU • FINISH O GRADE Lo �y/ \ \ \ \/ #4 OR #5 VERT REINFORCING \ ° ' //�//�//\//� // UP TO 3 COURSES: 72" O.C. \ \\\\\ 4 TO 5 COURSES: 48" O.C. l FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E VERT REINFORCEMENT TO 4" OPT BRICK LEDGE HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 7 STEMWALL CURB SECTION 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR ��11 LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL CMU STEMWALLMONO LITHIC SLAB 3 ''Y2' CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH WHERE NEEDED _ a 8" CMU CHAIR BLOCK W/ (1) #5 MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP - a MIN. 3" EDGE DISTANCE -_ -- I VARIES PER - - -° - 36„ MAX ° �i CONCRETE 6x6 W1 4x WLAB / WWF ARCH PLANS \ \ \\ \ \ STRIP OF WWF FROM F.F.E. TO _ _ --- _ _ .4 _ _°_ ° _ -° OR FIBER MESH \/ ° VAPOR BARRIER BOTTOM OFFTG.WWFTO ° ° FACE _ <n-----------°-=--=-- --�-a' °a ° / 12" MIN ° \ / FOOTING TO BEAR ON FIRM / EXISTING FOUNDATION _ w/ ° D D p - _o p ° (n p °° °° ° ° $ ° ° #4 OR #5 /i\//\\//\ /�// UNDISTURBED SOIL /\� it (2) ROWS OF /6" DIA. TAPCONS / �� ° ° REINFORCING PER \\�\\�� / OR CUT NAILS @ 24" O.C. COVER / p ° O Z i ° ° ° ° ° MONOLITHIC FOOTING FLUSH w/ 3000psi CONCRETE. 1> M < ° ° ° ° SECTION 6" OPT. EXTENSION b EXISTING FOUNDATION ° ° °I FOOTING TO BEAR ON FIRM IN BRICK LOCATIONS ON FND PLAN °- UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) _ \ \ \ \ \ \ ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT o4 �, \ ° ° a MINI12" ° BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) r - p • ° ' ° _ _ /////// //\ / #4 OR (2) #5 CONT I I MAX DEPTH 8" CMU WALL OVERHANGS 2.5" OR LESS \\ \� / / / / / / / / %%%%%%�%/ / / / / %%\/%�i�/�/'\ \ STEMWALL FOOTING TO EXTEND MIN MONOLOTHIC FOOTING SECTION - 36 \\/\\/\\/\\/\\/\\//\\� /\�/�\/\ 12" BELOW MONOLITHIC FOOTING "1" //\\\� "'NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE NOTES: \\ \\ \\,�\, • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL LOCATED WITHITRANSITION ZONE N AND TIE INTO STEMWALL FOOTINGREINFORCEMENT DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4 EMBED INTO EXISTING BOND BEAM. TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. CONTACT EOR. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" 6, U ALL OTHER EXTERIOR WALL N O \\ j\\\/\\\/ CLADDING - MIN 8", U.N.O. ON ARCH Oy VAPOR BARRIER /\/\\ °\\/\\\/\\/� A PEX -0 \//\ \ 12 ' MIN \\/\\/\\/\/\/\/ (V U \\ \\ \\\/\�\\\ 'C \0 a) FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTU SBOED LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/co (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 -1 a BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J td S -6 true design studies � 1 MONOLITHIC FOOTING SECTION _ z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. 4) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O O 3 CONCRETE SLAB w/ 6x6 r (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH ~--- Cn ° Q / VAPOR BARRIER Q +. 16" Ct U) .Q 3 BEARING WALL FOOTING SECTION Z W 0 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O FIBERMESH O 0'-0" A.F.F. O SEE ARCH a \° DETAILS LO 8" MIN 0 U) 8"x8" THICKENED 8" U) co FTG AT W STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m Uj O Cn W W Q w Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z I ''�Q Q 6x6 W1.4 x W1.4 WWF W W 0 OR FIBERMESH VARIES ° SEE ARCH 0 Q 2 - - - °° - ° ° ° (MAX 16") L1J Uj N f� O L.L x P// /� \\ \ ILL L MIN./\/\/\/\/\/ Z \ \ / �\��\\\\\\\\//\\/�\\ Q Z \\ �/" \ This item has been electronically VAPOR BARRIER//\ d //'//�///�/ I- signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0 shown using a digital signature. LU 6" OPT. EXTENSION IN BRICK O Printed copies of this document are F- LOCATIONS ON FND PLAN 4. not considered signed and sealed Z 0� and the signature must be verified 12" UNDER 1 STORY WALL w/ O by a 3rd Party Certificate Authority (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U on any electronic copy U_ BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ Q W � (2) #5 OR (3) #4 CONTINUOUS Abbott Park J 0 C) 5 GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 053-03-1A W FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. W O PROJECT NO: Q CONCRETE SLAB W/ 6x6 1 2022.009269 ILL W1.4 x W1.4 WWF OR O FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH 2 YY o (MAX 20" U O 4 � _ d DEEP) X CHKD: D ^v � 4., W W ° • ° d. J 4" EXTENSION X � U)UNDER BRICK VENEER . JS�(IN LAN�F.,U) 12" UNDER 1 STORY WALL } �` ,'•��G E N SF• ,'i Z w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m 0 No 85166 16" UNDER 2 STORY WALL W _ * •• * Q W/ (3) #4 OR (2) #5 CONT Z = * fy O �� '. STATE OF .' W� 6 BEARING CURB STEP SECTION '•LU �: I I I TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I `------------- HOUSE SLAB - RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W IIi1111 QQ O 09-22-2022 Q H W U REVISIONS: LU U_ Q No. Description Date W U J Q O H Z Z = O U � W x W ST=2mD Q CMU/METAL CONNECTOR ENGINEERING