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3ocuSign Envelope ID: 02EF4F4B-72E3-4D3D-A7C5-D7C8E187B486 EXISTING EXTERIOR CMU MIN. 3" EDG 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. COVEF FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH - -� - --- (MAX 20,E 4 - o a DEEP) \ O 4 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL �--- VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \�/\\ 4 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L--- CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE - EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL 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" ED( STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w) (2) ROWS OF 3/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVEI FLUSH w/ 3000psi CONCRETE. / / A D � D D - EXISTING FOUNDATION � I \ • G - 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. CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB i I BLOCK W/ (1) #4 OR #5 CONT. - w cn of VAPOR BARRIER �j\� Uj o \\/ 77 #4 OR #5 VERT REINFORCING - ' / UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.z// \\ o L - Ox Xx ADDITIONAL #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. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ (n CONT r ww w _•-.. a .. a wQ - FINISH GRADE //\ a F L0 #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. / p FOOTING TO BEAR ON FIRM UNDISTURBED SOIL --- ADDITIONAL #4 OR #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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. 3 %" CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH \ MINIM 24' i--- , (1) #4 OR #5 90° BEND @ 48" O.C. 36" MAX VARIES PER 4" CONCRETE SLAB W/ ARCH PLANS 6x6 W1.4 x W1.4 WWF _�� 77�- OR FIBER MESH \\ \\ \\ \ \\ 12" MIN O v) , , • REINFORCING PER U Z ° ° MONOLITHIC FOOTING 6" OPT. EXTENSION ° SECTION 1 ° " ° IN BRICK LOCATIONS FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL --� -• ADDITIONAL N0.4 OR NO. 5 MIN 112" //\\//\\//\\//\\%/\\//\\//\\/ BAR IN BRICK LEDGE STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING *ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL ° ° '\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM UNDISTURBED SOIL - b -- 12" UNDER 1 STORY WALL W/ (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT _ 'C�CITINC� gP:r.TII)N _ 'AR" KAAY IIFPTP *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE 1" 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 CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > E ALL OTHER EXTERIOR WALL O CLADDING - \N 8", U.N.O. ON ARCH o O VAPOR BARRIER \//�\ b \\\\\\//\\/\\ O 0 12"MIN\\\\\\ APEX -� O (D FOOTING TO BEAR ON r� / 6" OPT. EXTENSION IN BRICK O C' FIRM UNDISTURBED SOIL LOCATIONS ON FND PLAN � 12" UNDER 1 STORY WALL w/ N ols (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 chZz BAR IN BRICK LEDGE fj 16" UNDER 2 STORY WALL w/ LL (2) #5 OR (3) #4 CONTINUOUS W J t S 1 MONOLITHIC FOOTING SECTION true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" w • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. 6) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 Cn PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O_ O CONCRETE SLAB w/ 6x6 C) (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH LU 11HORTON' 0 / 16" VAPOR BARRIER w Zz Q Q1 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. O SEE ARCH 00 ° 4 \° DETAILS 8" MIN p (n 8"x8" THICKENED 8" Z W FTG AT STEP-DOWN, SEE VAPOR BARRIER � Q-/ PLAN w L.L CURB STEP SECTION U) Z W 4 m O rn 8" UNDER MASONRY WALL w W Z OCONCRETE SLAB W/ �--- -I 6" UNDER WOOD WALL 6x6 W1.4 x W1.4 WWF I ° Z I'' Q OR FIBERMESH VARIES = SEE ARCH w �++ w VAPOR BARRIER (MAX 16") Q _j W 2 U w w o x ° % 12" MIN /\\//\\//\\//\\//\� LLLL \/ LL �\ ° e- �/\ ,�\ r\\/\\//�\//�\///\ Z a Z 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN O FW-- a z ADDITIONAL NO. 4 OR NO. 5 --. BAR IN BRICK LEDGE 0 a LL Q W 0 J - 5GARAGE EXT WALL CURB SECTION w Abbott Park Q _ O 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE _ FOLLOWING OCCUR: U- LOT 018-02 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" Uj . GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY (j Q FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY z z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - (D �rn W CONCRETE SLAB W/ 6x6 0 PROJECT NO W W1.4 x W1.4 WWF OR 0 0 FIBERMESH 2021.006633 LL 0' F. -0" A.F.O - �- - SEE ARCH z -- - - 0 DRAWN: (MAX 20" = JAR o DEEP) U O CHKD 4" w MJ P w Q 4" EXTENSION Q UNDER BRICK VENEER X U Q �i�W 12" UNDER 1 STORY WALL #4 OR #5 CONT VAPOR BARRIER5• ��% lIN LA/V�F� �� . W/ (2) (2) 16" UNDER 2 STORY WALL 00 0•• NO 85166 % Z w/ (3) #4 OR (2) #5 CONT w : 6 BEZ ARING CURB STEP SECTION LDo i 4 D EF43 ; 0 % 1QF y.��` W .,n•.A, t.:�. TYPICAL REINFORC BARS AT THICKENE FOOTING, SEE PLA MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN L HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS I NG D N O 05-18-2021 R #5 F- w PTH _V REVISIONS: w ERS LL - -- - _ Q No. Description Date w _- (n J } U O - -- -- ~ O Z O V � w X W ST=2D CMUNFTAl CONNECTOR ENGINEFRING¢