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1 1, 1 '1 I ..._ '1:'1 IT V' T.°Cal:i'rrn I�Ir DocuSign Envelope ID: 57BBOB27-E2C4-46E5-A844-3005B71 F9F46 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 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVE[ FLUSH w/ 3000psi CONCRETE p 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" EDC 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. COVEF FLUSH w/ 3000psi CONCRETE. D EXISTING FOUNDATION 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" ° d ° DEEP) a d 4" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° d ° \�'4 //\// \\/�\ 4 ° 4.. in VAPOR BARRIER *KARIING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING L_ CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL CONCRETE SLAB W/ 8" CMU CHAIR 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. -- -— — — — — — — cn LLJ \\ \\\i\\ 0 ¢ O VAPOR BARRIER // � 0 #4 OR #5 VERT REINFORCING\\� //\\//\// UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ ` 4 TO 5 COURSES: 48" O.C. \\/ N L \\/� FOOTING TO BEAR ON FIRM � . //� / ADDITIONAL #4 OR UNDISTURBED SOIL #5 IN BRICK LEDGE 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 02 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 w v J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ cn CONT y uJ a U co w — — —c. D FINISH \//\//\//\//\ - ±a - \/\/\ PTO GRADE #4 OR #5 VERT REINFORCING \\ UP TO 3 COURSES: 72" O.C. �• \/\\/\\/ 4 TO 5 COURSES: 48.1 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. CMU STEMWALL MONO LITHIC SLAB 3'/i' CONCRETE SLAB W/ 6x6 _._._ (1) #4 OR #5 CONT W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP d °, 36" MAX VARIES PER —° — — — — — — 4" CEONCR TE.4 LLAB / J� ARCH PLANS ° 4 d 6x6 \/�\\ _ OR FIBER MESH ��\T\/�� ° \\ w z — — — — — — — - — a °-.� a ° — ° d VAPOR BARRIER // / / 12" MIN d \ FOOTING TO BEAR j —. .� ° ° ° $ ° 'd #4 OR #5 //\\�/��/� \ //\\// 4'' / UNDISTURBED SOI ON FIRM 0 ° REINFORCING PER U ° d MONOLITHIC FOOTING ° ° SECTION 6" OPT. EXTENSION b IN BRICK LOCATIONS d l a< •. FOOTING TO BEAR ON UNDISTURBED SOIL ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) -- -- =°� < \ \ ° \ �° ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT • d 4° da MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE ° -- /\\/\\/\\/\\/\\/\\�\\ 16" UNDER 2 STORY WALL W/ (3) d — ° ° �d d ° /\\/\\/\\/\\� #4-OR (2) #5 CONT \\ NMONOLOTH IC FOOTING SECTION - 36 MAX DEPTH / /\/\/\\/ • STEMWALL FOOTING TO EXTEND MIN '� 12" BELOW MONOLITHIC FOOTING 'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS S. FTG DETAIL FOR THE "1" /\\//\\/�\\�\\,� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE AND TIE INTO STEMWALL FOOTING IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION 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" Q, p ALL OTHER EXTERIOR WALL N \ ��/\\/ cy \\j p CLADDING -MIN 8", U.N.O. ON ARCH O O ,,� APES VAPOR BARRIER �// o\\ 12" MINA\/\\/\\/\\/\\/\� N U \ \ O N IN, � O N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ LUtds (2) #5 OR (3) #4 CONTINUOUS J -p true design studios 1 MO_NOLIT_HIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. C • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY es SUITE 100, JACKSONVILLE, FL 32211 ui FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 cf) (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W cy cy FIBERMESH ~ ® (f) ft (1)U)Uf$H090N `t3 m w 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 ° DETAILS d \L 4 LO 4 — r1_ 8" MIN O ♦ ) z w W 8"x8" THICKENED 8" FTG AT w STEP-DOWN, SEE VAPOR BARRIER PLAN zz J Z L� 4 CURB STEP SECTION co Uj _O U) w inWQ O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z ' '�I to Q 6x6 W1.4 x W1.4 WWF w ca W OR FIBERMESH VARIES [_4 SEE ARCH < Q W LU ° .0 4 . ° (MAX 16") LV VAPOR BARRIER 12" MIN%\\%\\%\\%\\%\� Z r \/ '\\/\//\//\//\//\//\\ LL >\ LL Nx F- 0 LLJ 6" OPT. EXTENSION IN BRICK Q LOCATIONS ON FND PLAN N� Z_ ADDITIONAL NO. 4 OR NO. 5 O a BAR IN BRICK LEDGE p W ABBOTT PARK Q GARAGE EXT WALL CURB SECTION _j — "-- - cn 5 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ¢ LOT 024-01 w FOLLOWING OCCUR: LL, • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY _ PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. W PROJECT NO w 0 CONCRETE SLAB W/ 6x6 1 2021.006623 W1.4 x W1.4 WWF OR O ILL O FIBERMESH z - -- - - " 0' 0" A.F.F. SEE ARCH = DRAWN. KME 0 e ° 4 ° 4 DEEP) 0' CHKD: W Lo ° 4 ° d X MJP U) z 'x/ a J a •° 41 X4" EXTENSION U UNDER BRICK VENEER LA,�� U) ��% �5 • • ........ �ii� 0 12" UNDER 1 STORY WALL > • �� G E N • ,'9 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m : : •'�\ S� .•• �i� Z No 85166 •: 16" UNDER 2 STORY WALL LLIZ :• � w/ (3) #4 OR (2) #5 CONT Z _ Do*cu3igned by: • • r BEARING CURB STEP SECTION O•,• T971CQRF..5,.��/` 6 - .� 0 TYPICAL REINFORCING BARS AT FTHICKENED FOOTING, SEE MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS - -- — — — — — — — -- �L—--———————-- HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS cn ��rrrrr�►��` p 05-17-2021 0 H w U REVISIONS: W— -- -- - No. Description Date ~ w (n .J O �- O - Z z -- = o w I— x W ST=2mD 0- CMU/METAL CONNECTOR ENGINEERINGa