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I)ocuSlgn Envelope ID: OOCCED92-FD82-41DF-BBOB-9A1B2DCB5D17 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH EXISTING EXTERIOR CMU MIN. 3" EDC 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. COVET FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL WHERE NEEDED MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. :o: D � D D EXISTING FOUNDATION D � C D D 8" CMU WALL OVERHANGS 2.5" OR LESS NOTES: • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH —d — — — — — — (MAX 20" ° 4 ° ° e I DEEP) 4" /K 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH n VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 8" CMU CHAIR BLOCK W/ (1) #5 ---\ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MONO LITHIC SLAB MIN 24" LAP ) DEGREE 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF ° OR FIBER MESH � � ° ° 4 << A a #4OR#5 O , , ; ° REINFORCING PER Z a ° MONOLITHIC FOOTING M d� SECTION °° ° ° ° ° FOOTING TO BEAR ON FIRM • °, ° UNDISTURBED SOIL MINI 12" °• LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHW TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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. — — — — — — — LJ J Q � O VAPOR BAR RIER wo x #4 OR #5 VERT REINFORCING/ //\\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\�/� �/ - f /\/ z/ , 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 (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING - UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. I FOOTING TO BEAR ON FIRM ' UNDISTURBED SOIL -- ADDITIONAL 44 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 07 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. FINISH GRADE (1) #4 OR #5 CONT:- VARIES PER 36" MAX ARCH PLANS 12" IN \` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90' BEND @ 48" O.C. d ° ° VAPOR BARRIER FOOTING TO BEAR ON FIRM _�' • \ UNDISTURBED SOIL b 12" UNDER 1 STORY WALL W/ (2) ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT I 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 'NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG DEPTH EXCEEDS 28". IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING VAPOR BARRIER n n SEE NOTES (MAX 16") U 6 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" rn 0 N go/\ ALL OTHER EXTERIOR WALL CLADDING - MIN 8", U.N.O. ON ARCH O O - p \//\\\�\\�/\�� � PEX0 12" MIN / CV U FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN � N M 12" UNDER 1 STORY WALL w/ IIII (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 _ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ W tds (2) #5 OR (3) #4 CONTINUOUS J z true design studios MONOLITHIC FOOTING SECTION 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Y U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY O PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O O .- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR w C FIBERMESH RRN CO) a ° 00 16" VAPOR BARRIER Q ►-• 3 BEARING WALL FOOTING SECTION Z w w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR O FIBERMESH O - 0'-0" A.F.F. O ° SEE ARCH a \° DETAILS ° a ti 8" M I N \\, Z w 8"x8" THICKENED 8" U) W U_ FTG AT w STEP-DOWN, SEE VAPOR BARRIER Z PLAN W J Z w 4 CURB STEP SECTION m Uj O U) - w p G 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z w M w Q Q _� -- -- - W o 6x6W1.4xW1.4WWF 1 w W OR FIBERMESH VARIES j Q W t SEE ARCH a ° (MAX 16") w 0 X /Xxxx12" M I N\\/\� Z 0 Z VAPOR BARRIER \/� ° n ///j // O \\ W 6" OPT, EXTENSION IN BRICK 0 H LOCATIONS ON FND PLAN d Z 12" UNDER 1 STORY WALL w/ O i1 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 U LL. BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q w (2) #5 OR (3) #4 CONTINUOUS ABBOTT PARK Q GARAGE EXT WALL CURB SECTION U_ - 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 012-03 w FOLLOWING OCCUR - - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY C7 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. U' PROJECT NO W CONCRETE SLAB W/ 6x6 O 2021.006616 LL W1.4 x W1.4 WWF OR O 0 FIBERMESH Z DRAWN: 0'-0" A.F.F. SEE ARCH = KME (MAX 20" O 4 ° n DEEP) F CHKD: \ 4 ° e (i1 \//\\//\\ \ o — — — w MJP w \/\ a • e 4" w J 4" EXTENSION X U UNDER BRICK VENEER < ``��N LA,�� U) 12" UNDER 1 STORY WALL } ��J5• C,E N N/:�'�,��i w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q ` .' �,� `SF % >Z_ 16" UNDER 2 STORY WALL No 85166 > W W/ (3) #4 OR (2) #5 CONT Z 'k =• Doe igned by: •' * _ BEARING CURB STEP SECTION �'•.-3F46}4DA�°OEFa35,''444/ 1/ TYPICAL REINFORCING FARS AT OOTING,, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I IL— — — — — — — — — -- rHOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Z �''� S��NA1 %% .%%% 3: O 05-17-2021 Q I' W U REVISIONS: _ LL - - - Q No. Descri_p_tion Date w U) J O f-- O Z Z- - - -- — Q = o W H X W ST=2mD 11 Q CMUIMETAL CONNECTOR ENGINEERING