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lI�I1 ee '177 MI 'tza I'jW11P'1' ■' 4--1 )ocuSign Envelope ID: DA73B1BA-65B2-464F-BFE6-D80C1D19D496 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. i D I D EXISTING FOUNDATION. D ° ° D D \ � \ o • • D 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. f D EXISTING FOUNDATION I � ID 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 (MAX 20" DEEP) d v e 4ii 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL cBEARING CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALLr MONO LITHIC SLR 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 6x6 W1.4 x W1.4 WWF OR FIBER MESH 4" CONCRETE SLAB W/ ------°-�--d-•d ---- --- a- 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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH $" CMU CHAIR TOP OF SLAB OL BLOCK W/ (1) #4 OR #5 CONT. LU Q o VAPOR BARRIER \� o '0 #4 OR #5 VERT REINFORCINGUP TO 3 4 TO 5 COURSES: COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR #5 . //�\ j ' #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 J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ CONT ♦LU W • LU w FINISH M /\� \\/\ \//\\// /�\\� #4 OR #5 VERT REINFORCING �/// i 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 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. (1) #4 OR #5 CONT: 36" MAX VARIES PER ARCH PLANS 12" MIN` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM 47' j 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) 1#4 OR (2) #5 CONT - 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH '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-0" 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 W1.4 x W1.4 WWF OR FIBERMESH \ o VAPOR BARRIER \�/\ CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH $" CMU CHAIR TOP OF SLAB OL BLOCK W/ (1) #4 OR #5 CONT. LU Q o VAPOR BARRIER \� o '0 #4 OR #5 VERT REINFORCINGUP TO 3 4 TO 5 COURSES: COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR #5 . //�\ j ' #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 J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ CONT ♦LU W • LU w FINISH M /\� \\/\ \//\\// /�\\� #4 OR #5 VERT REINFORCING �/// i 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 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. (1) #4 OR #5 CONT: 36" MAX VARIES PER ARCH PLANS 12" MIN` 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM 47' j 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) 1#4 OR (2) #5 CONT - 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH '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-0" 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 W1.4 x W1.4 WWF OR FIBERMESH \ o VAPOR BARRIER \�/\ SEE NOTES (MAX 16") U STUCCO OR DIRECTLY ADHERED 0 STONE CLADDING FINISH - MIN 6" a, N ALL OTHER EXTERIOR WALL d CLADDING - MIN 8", U.N.O. ON ARCH LO j \,X\,' 2" MIN\/\\ z APES W z FOOTING TO BEAR ON ' 6" OPT. EXTENSION IN BRICK (n FIRM UNDISTURBED LOCATIONS ON FND PLAN m SOIL 12" UNDER 1 STORY WALL w/ Of (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 IW BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Z tds 1 MO_NOLITHIC FOOTING SECTION true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: IY • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY SUITE 100, JACKSONVILLE, FL 32211 PER 3'-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. 0 904.821.5200 CONCRETE SLAB w/ 6x6 H (2) #4 OR (2) #5 CONTINUOUS -� W1.4 x W1.4 WWF OR Q FIBERMESH 3 BEARING WALL FOOTING SECTION Z C� CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR O FIBERMESH Ak 0'-0" A.F.F. z SEE ARCH = DETAILS W 8" MIN W J Q V ) �^ a 8"x8" THICKENED 8" X w STEP-DOWN, EE VAPOR BARRIER QomN/ PLAN 00 00 I..L �4 CURB STEP SECTION o D z W WO U) z :> 9100e 8" UNDER MASONRY WALL O 2 L W CONCRETE SLAB W/ 6" UNDER WOOD WALL O 6x6 W1.4 x W1.4 WWF _ _ _ OR FIBERMESH z W VARIES I SEE ARCH (n + d° (MAX 16") O W LL VAPOR BARRIER New I N 6" OPT, EXTENSION IN BRICK LOCATIONS ON FND PLAN } j 12" UNDER 1 STORY WALL w/ 0 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0 BAR IN BRICK LEDGE z W 16" UNDER 2 STORY WALL w/ _ (2) #5 OR (3) #4 CONTINUOUS U z z LU Abbott Park 5 GARAGE EXT WALL CURB SECTION X a - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W U_ - FOLLOWING OCCUR: Q_ LOT 007-03 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLYFO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" 4 \\�°� -- DEEP) 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION TYPICAL REINFORCING THICKENEDBARS AT FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL �I RE-ENTRANT CORNERS IHOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS J Q U U) 0 W PROJECT NO: 2021.003509 z C� DRAWN: LDG w CHKD: MJP LL O 0 O LO `�� IN LAN. U) Uj N WS 1 n•• �� U).. * (� z d •,�� l,EF435..0 U) 03-23-2021 U z REVISIONS: < No. Description Date ILLI - - W W -J ST O ■ O CMUIMETAL CONNECTOR ENGINEERING