7906 Wheatstone Dr - Laserfiche WebLink

Browse Search

EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. c Q p D EXISTING FOUNDATION. d CI \ p p � e p FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB I BLOCK W/ (1) #4 OR #5 CONT. Lu QU) 0 VAPOR BARRIER /\\/ w U #4 OR #5 VERT REINFORCING �// UP TO 3 COURSES: 72" O.C. \/\ 4 TO 5 COURSES: 48" O.C. ,�/�\/ TIONAL #4 OR FOOTING TO BEAR ON FIRM ��\�.. //�\ \' \\ #5 IN BRICK LEDGE 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. )US BAR AS 0'-0" A.F.F. LAP AS SHOWN (BEYOND) FLOATING CONCRETE w SLAB W/ 6x6 W1.4xW1.4 Q WWF OR FIBERMESH > O DEGREE PutLOO Lu U-BLOCK W/ (1)#4OR#5 CONT ~ � of Z) O FINISH GRADE f , \/\\/\\ \ \ \ \ \\ TTI L FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE 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 TSTEMWALL 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. #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL CMU STEMWALL MONO LITHIC SLAB 3 %2' CONCRETE SLAB W/ 6x6 WHERE NEEDED I (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24' LAP MIN. 3" EDGE DISTANCE — — d °° a >: �. — ----- — 36" MAX ARCH PLANS- 4" CONCRETE SLAB W/ ° q STRIP OF WWF FROM F.F.E. TO 6x6 W1.4 x W1.4 WWF / / /\� \ /\//� OR FIBER MESH�\ BOTTOM OF FTG. WWF TO 12" MIN p VAPOR BARRIER EXISTING FOUNDATION FACE w/ o p — — W z �< •\\\��\\ \ i p p D p (D 0 ° d°, i FOOTING TO BEAR ON FIRM (2) ROWS OF 3/s' DIA. TAPCONS / c j <� ea ,d #4 OR #5 ///\�//� //�/� I al • j UNDISTURBED SOIL OR CUT NAILS @ 24 O.C. COVER / o O , ° REINFORCING PER / FLUSH w/ 3000psi CONCRETE. f p 0 Q Q MONOLITHIC FOOTING ° < ° d SECTION 6" OPT. EXTENSION b FOOTING TO BEAR EXISTING FOUNDATION �° ° IN BRICK LOCATIONS UNDISTURBED SOILON FIRM ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) ° ° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT 1 d • MIN112" /\\/\\/\\/\\/\\/\\/\\ BAR IN BRICK LEDGE I /i/,///////,//\ d . , �/ a \ 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 8" CMU WALL OVERHANGS 2.5" OR LESS %\%\% %\%\%\%\/ %\%\%i� \\ \ \\/STEMWALL FOOTING TO EXTEND MIN '� MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH \ 12" BELOW MONOLITHIC FOOTING NOTES: //\//\//\//\//�\// "NOTE`: IT IS A��BTITUTE TH11A' FTG DETAIL FOR THE "1" /\\//\\/i\\��\�� • 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, LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT 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 V-0" VERTICALLY PER S-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 CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") v W1.4 x W1.4 WWF OR d FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > \ \ \ \ \ \ ALL OTHER EXTERIOR WALL N O 0 CLADDING - MIN 8", U.N.O. ON ARCH O U VAPOR BARRIER /\�\\ °\\ MIN/ \\/\/\ p "\/\\/\\/\\/\\ � .� . APEX s C:) FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK (D FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN Q N 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J r BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS LU 1 MONOLITHIC FOOTING SECTMFANY�OFTHE 5; tds CONTACT FOR PRIOR TO CONSTRUCTION Z true design studios O FOLLOWING OCCUR: U) • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 9000 REGENCY SQUARE BLVD. PER T-0" HORIZONTALLYrO PREVENT EROSION OF SOIL, SUITE 100, JACKSONVILLE, FL 32211 O O CONCRETE SLAB w/ 6x6 i3 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W FIBERMESH H °— -- a -- a \� � N IRM190N / W, &ZAP 16" VAPOR BARRIER W Q 6200 LEE VISTA BLVD, STE 400 Q' ORLANDO, FL 32822 3 BEARING WALL FOOTING SECTION U P: 407-850-5200 z a� w � 0 CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR FIBERMESH O 0'-0" A.F.F. O _ SEE ARCH O a a \d DETAILS 11�- LO 8" MIN ~ d O° Z Z �^ 8"x8" THICKENED 8" (nFTG AT U) V J STEP-DOWN, SEE VAPOR BARRIER W Uj W PLAN Z 4 CURB STEP SECTION m z W X O OU) W 8" UNDER MASONRY WALL Z �--• C CONCRETE SLAB W/ 6" UNDER WOOD WALL ( Q G O 6x6 W1.4 x W1.4 WWF 11ZJ OR FIBERMESH N VARIES SEE ARCH < \ W ° (MAX 16") W /\ /X/\/\/\� o // O� w Q_ \�/\\� LLB VAPOR BARRIER/\\ ° a I//�\//�\//�\//\\\ 0 L+ 6 OPT. EXTENSION IN BRICK Of X LOCATIONS ON FND PLAN a This item has been electronically 12" UNDER 1 STORY WALL w/ Of signed and sealed by Justin M Lanier, Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O PE on the date and/or time stamp O BAR IN BRICK LEDGE V shown using a digital signature. 16" UNDER 2 STORY WALL w/ 0 Printed copies of this document are 0 not considered signed and sealed W (2) #5 OR (3) #4 CONTINUOUS Of by a 3rd Party Certificate Authority ~ on any �l�ctO Park cc 5 GARAGE EXT WALL CURB SECTION 0 a CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: Q V- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Z LOT 017-01 W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — V PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. i— W 0 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR J O PROJECT NO: FIBERMESH 0'-0" A.F.F. Z 2021.003463 z SEE ARCH = — o a — a — (MAX 20" U DRAWN: ° d ° DEEP) W LDG W a MJP p 4" EXTENSION a o UNDER BRICK VENEER O LO 12" UNDER 1 STORY WALL ��►{{�{t<��I��vj w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m �. J5;vN LqN/,,,,�� ,•"�,� C' E N S�"R '�� 16" UNDER 2 STORY WALL ��` U wl (3) #4 OR (2) #5 CONT j No 85166 ! •i* (� O 0 6 BEARING CURB STEP SECTION „*:• * = W .-� : : Ir z Q �-J3 ' STATE OF • 4� '. i I I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS -------------- HOUSE SLAB N O �O AU F- 03-18-2021 Z i'- Q REVISIONS: Q � u) No. Description Date C1 } -- W Cn O W = J O - — H z w J RE-ENTRANT CORNER DETAIL U U (RECOMMENDED) (- PLAN VIEW, DETAIL TYPICAL @ ALL >( ~ RE-ENTRANT CORNERS W Z ST=2mD 00 a CMU/METAL CONNECTOR ENGINEERING 0