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1j I — _—_ I_ - _ — _ - — II 1 i DocuSign Envelope ID 725AB187-9418-4337-A635-794511AE33AD 1-AI II, " I , L I EXISTING EXTERIOR CMU - I MIN. 3" EDGE DISTANCE �l STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO �\ EXISTING FOUNDATION FACE w/ D (2) ROWS OF 3/" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 1 9 1 G I p EXISTING FOUNDATION. 'J A A � D n 0 D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES --\ OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL I- 4 TO BOTTOM OF WINDOWSILL I WHERE NEEDED i MIN. 3" EDGE DISTANCE~}, STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ \ p D p (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. !� ° EXISTING FOUNDATION D n In 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„ ��ra d � � - i DEEP) \ z\ a a \/J\/i\/��}// 4" EXTENSION UNDER BRICK VENEER L"12 UNDER 1 STORYWALL VAPOR BARRIER UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH \ q , d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION �I L CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE IUF'UF f UUIINU N TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE i MIN 24" LAP 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF — OR FIBER MESH � - i ^ 4 ° ^ ° ° REINFORCING PER Z ° ° MONOLITHIC FOOTING • a SECTION @ ° ° ° FOOTING TO BEAR ON FIRM UNDISTURBED SOIL M I N j 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 WITHIN 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 TOP OF SLABLu h cn \�/\�/ L< w O VAPOR BARRIER //\// U, X i < i #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.. 4 TO 5 COURSES: 48" O.C. \\//� / \✓ j �� \�\/ n• ° 11 0 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. \\'/ /\\' \\/ 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. 0'70" A.F.F. (BEYOND) FLOATING CONCRETE w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U U) (1) #4 OR #5 WWF OR FIBERMESH > - ¢ ¢ rn CONT ti F W Uj - FINISH ' O GRADE 77 //\ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. j�AA/ 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM \ /\ UNDISTURBED SOIL ADDITIONAL OR #5 IN BRICK LEDGE E 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 -\X/�x 12" MIN �NA//AA//A 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. VAPOR BARRIER ✓/ FOOTING TO BEAR ON FIRM ' UNDISTURBED SOIL 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 /'1 A MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "'IA" 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 3'-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 A WWF OR FIBERMESH VAPOR BARRIER\AAA Ix ;I i U 0 > E rn O o V ALL OTHER EXTEORIOR WALL `V -1 CLADDING - MIN 8", U.N.O. ON ARCH O O �� - APE j �, \/x//<//\//\ _C \ 12"/ IN j/ \//�/ �\/\\ 00 a) C FOOTING TO BEAR ON / FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LIJ (2) #5 OR (3) #4 CONTINUOUS _j tds -6 true design studios N MONOLITHIC FOOTING SECTION z 1 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 (n FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O O T ch CONCRETE SLAB w/ 6x6 W (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR F_ FIBERMESH ''041HOMN' a \ \. %\\,�., Li a \ m i' / W 16" VAPOR BARRIER Q CIO 3 BEARING WALL FOOTING SECTION Z W CD W CONCRETE SLAB W/ 6x6 Ir_ W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, PE on the date and/or time stamp 0' 0" A.F.F. O shown using a digital signature. - ° SEE ARCH 1 Printed copies of this document are DETAILS not considered signed and sealed L— a � and the signature must be verified d- 4 -- >1111110by a 3rd Party Certificate Authority 8" MIN n any electronic copy o W \� Z W 8"x8" THICKENED 8" U) (D FTG AT VAPOR BARRIER W STEP-DOWN, SEE U) PLAN MJ 7 L LU CURB STEP SECTION m W _0 U) 0 -= W Q W 8" UNDER MASONRY WALL � rZZ_nn CONCRETE SLAB W/ � 6" UNDER WOOD WALL M 6x6 W1.4 x W1.4 WWF I I Lt1 WUj W 0 OR FIBERMESH LIJ VARIES = 4 Q Q 1 , 2 w SEE ARCH Q I -, (MAX 16") rV Uj = - SEE NOTES (MAX 16") STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" \�\ O X / /\�/ < \ \ \/ \// , LL .- ��i' 12" MIN�A��AAjVA�A�Ax Z r- X �/V//V//v�'/V//V/X\. Z Lij / \ / 6" OPT. EXTENSION IN BRICK 0 I -- LOCATIONS ON FND PLAN W Z elf 0� O 12- - ADDITIONAL NO. 4 OR NO. 5 U LL BAR IN BRICK LEDGE Q - W Abbott Park Q 5 GARAGE EXT WALL CURB SECTION 0 - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 019-03-1 B 0 FOLLOWING OCCUR: H LLI • 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 CD PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (D I) O PROJECT NO W CONCRETE SLAB W/ 6x6 1 2021.014961 U_ W1.4 x W1.4 WWF OR O W FIBERMESH Z 0 DRAWN: - �V-0' A-. F.F. SEE ARCH v KME o (MAX 20" LU---- - a DEEP) CHKD MJP U) - � X 4" EXTENSION V X UNDER BRICK VENEER < 12" UNDER 1 STORY WALL ``,JS� G•E•N S ,'�ii CD W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� .•'�,� F . • Z 16" UNDER 2 STORY WALL W/ (3) #4 OR (2) #5 CONT j *' BEARING CURB STEP SECTION W. STATE OF �y • 'i �/� 'O R 1 g EQZ35...0 ••.. TYPICAL REINFORCING BARS AT THICKENED 0 12-29-2021 p FOOTING, SEE PLAN W W - MIN 24" LONG #4 OR #5 C) REVISIONS: W BAR SET AT MID -DEPTH OF SLAB, TYP ALL Q No. Description Date ~ RE-ENTRANT CORNERS - -- LLUU II Q Imo . _ - - - - - C0 HOUSE SLAB O Z z - I- O - = o RE-ENTRANT CORNER DETAIL w (RECOMMENDED) ~ PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS d Q CIA METAL CONNECTOR ENGINEERING VAPOR BARRIER