8000 Wheat Stone Dr - Laserfiche WebLink

Browse Search

)ocuSign Envelope ID: 8912F9C8-E511-4OB6-8EAF-12FOECADCDD3 } 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/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D ° D I D EXISTING FOUNDATION. \ D 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" d DEEP) a Q a 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL `— VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION a 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 1 A Il JAG ^r%krr1h11 1`lU0 BAR AS _AP AS SHOWN L/VI\ 111\VVVV VVIYVI\L 1 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 BLOCK W/ (1) #4 OR #5 CONT. LIJ fn Q o VAPOR BARRIER ��\\� I w o LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR#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. 0'-0" A.F.F. 1-6 (BEYOND) FLOATING CONCRETE w_ U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ CONT >ti wW U En -- — a, ; • FINISH 0 GRADE /, #4 OR #5 VERT REINFORCING \\\\\\�\\%/\\�/ /\\/ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #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 (f�TEMWALL CURB SECTION . 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 LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL CMU STEMWALL MONO LITHIC SLAB 73'/2' CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP d a d MIN. 3" EDGE DISTANCE I VARIES PER 36" MAX ARCH PLANS \ \ \ \ \ 4" CONCRETE SLAB W/ a a a /\ /\ STRIP OF WWF FROM F.F.E. TO _ — — a - OR FIBER ME6x6 W1.4 x SH TRIP \\ \/\\\\� BOTTOM OF FTG. WWF TO �� //\//\//\ / \� ' VAPOR BARRIER Wz------- —�— Qe <- �a----�--�—, \/\/\/ 12"MIN �. d e \ \ \ \ \ FOOTING TO BEAR ON FIRM EXISTING FOUNDATION FACE w/ ° p — — — — — — — D #4 OR #5 UNDISTURBED SOIL 3 /\//\ //\/� / / (2) ROWS OF /611 DIA. TAPCONS / \\�\ OR CUT NAILS 24" O.C. COVER / D ° O co < . . REINFORCING PER FLUSH w/ 3000psi CONCRETE. . e / \ @ Q a , d MONOLITHIC FOOTING '\ d a SECTION 6" OPT. EXTENSION b D EXISTING FOUNDATION Q ' IN BRICK LOCATIONS • i °I I D D � -°e d �—e —<- a a e FOOTING TO BEAR ON FIRM ON FND PLAN \\ e_ UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ADDI da . MIN112" /\\/\\/\\/\\/\\/\\/\\ BAR I IN BRICK LEDGE NO. 5 #4 OR (2) #5 CONT �'\//\//\//\//\//\//\\ 16" UNDER 2 STORY WALL W/ (3) D e #4 OR (2) #5 CONT _ j\\ / ---= <--- \\ \\ \\ \\ \\ \\ \\ /\//\//\//\//\//\//\// /\//\//\//\//\/,\ ,�\ 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 8�� CMU WALL OVERHANGS 2.5�� OR LESS STEMWALL /�\ \\�\\/ STEMWALL FOOTING TO EXTEND MIN //\\ 12" BELOW MONOLITHIC FOOTING 'NOTE`': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \ \ \\/�\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL 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 1'-0" VERTICALLY PER T-O" 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 o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a) CD E ALL OTHER EXTERIOR WALL \\ \\ O \ \ \ \ o D CLADDING - MIN 8", U.N.O. ON ARCH VAPOR BARRIER \%\\ ° p \\\\\\\\/\\/� O �\ APES / 00 (1) O a)FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK 01 FIRM UNDISTURBED LOCATIONS ON FND PLAN m SOIL �— 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 co BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS W J tds -6 1 MONOLITHIC FOOTING SECTION j true design studies a CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z > FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-O" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. 0 O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR f FIBERMESH W cy ~ CD 01,109ON" 'D Q L J / 16" VAPOR BARRIER w zzz Q � cy 3 BEARING WALL FOOTING SECTION z w CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR W FIBERMESH w 0'-0" A.F.F. 0 SEE ARCH 0 DETAILS CF) a 8" MIN p 8"x8" THICKENED 8' ZFTG AT w STEP-DOWN, EE VAPOR BARRIER U) iiimm co /�/ PLAN w w CURB STEP SECTION ? Z W 4 000� o cn J _ 8" UNDER MASONRY WALL w W Z CONCRETE SLAB W/ 6" UNDER WOOD WALL 6x6 W1.4 x W1.4 WWF J�4 z / OR FIBERMESH VARIES SEE ARCH w W W Ly (MAX 16) — — — — — — d " a e � V w w /\/\ / / �/\�// / /\ O x 12" MIN. \\�\\�\\�\\�\� LJLLL X VAPOR BARRIER \// a a /�. /i / O Z H O 6" OPT. EXTENSION IN BRICK < 0 LOCATIONS ON FND PLAN O w 12" UNDER 1 STORY WALL w/ CL Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Ix O d BAR IN BRICK LEDGE U 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS Q � W Abbott Park Q 5 GARAGE_EXT WALL CURB SECTION O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE —1 (� FOLLOWING OCCUR: Q LOT 008-01 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U Q FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 } CONCRETE SLAB W/ 6x6 0 PROJECT NO: w W1.4 x W1.4 WWF OR 0 0 FIBERMESH O 2021.003451 LL 0'-0" A.F.F. SEE ARCH Z DRAWN: O --d — — — 20" (MAX LDG ' a e d I DEEP) U cp Q-4 o d 41: CHKD: MJP X W w 4" EXTENSION Q Q UNDER BRICK VENEER X U Q `�tttit�tttr�� cn 12" UNDER 1 STORY WALL NO JN• LA&/ -' iO.- w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL 0 gg55 w/ (3) #4 OR (2) #5 CONT W bti§Wned ' - - — -- Z CURB STEP SECTION 0 *_B�RING �AF w — ---- - --- Z1� F43R.. TYPICAL REINFORCING zONA� BARS AT THICKENED QQ FOOTING, SEE PLAN 0 04-10-2019 Q MIN 24" LONG #4 OR #5 F- w BAR SET AT MID -DEPTH I'- (1) U OF SLAB, TYP ALL REVISIONS: w= RE-ENTRANT CORNERS � II Q No. Description Date W L--— — — — — — — J 1------------- _ 0 HOUSE SLAB 0 O O Z RE-ENTRANT CORNER DETAIL U 0 (RECOMMENDED) w PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS W ST=2D 11 Q CMU/METAL CONNECTOR ENGINEERING