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)ocuSign Envelope ID: 54C2A7F5-648B-4BDD-AB94-3AF9820141D7 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 wl 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 ....... . ........ . I'll \-I 11 STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO X EXISTING FOUNDATION FACE w/ (2) ROWS OF'//16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 71 ............ . [> 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 WIA x W1.4 WWF OR FIBERMESH Y-O"A.F.F. . ........ .......Q.. ....... ............ SEE ARCH . . . . .. ..... ........ ... (MAX 20" DEEP) 4" -- - - - ----- --------- 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION ........ . . - CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH - ---------- -- 4 16" 1 VAPOR BARRIER *EARJING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE L ........ . ....... CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CMU STEMWALL MONO LITHIC SLAB W-- -------- - 8" CMU CHAIR BLOCK W/ (1) #5 -_ CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE \ MIN 24" LAP 4" CONCRETE SLAB W/ I � y 6X6 W1.4 x WIA WWF - ...... . ......... ........ OR FIBER MESH • V) - — — — — — — LL1 Z U) 0 #4 OR #5 REINFORCING PER 0 L) Z < MONOLITHIC FOOTING ->SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL MIN112" /xx'\>;/X, ,Xx STEMILL 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 8" CMU CHAIR TOP OF SLAB BLOCK W/ (1) #4 OR #5 CONT. ....... .... .... ......... U) ....... ------ - UJ U) < 7- U) C) 0 VAPOR BARRIER Uj LOU LL, U) #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 4 TO 5 COURSES: 48" O.C. X N ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE VERTICAL REINFORCEMENT NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM 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 U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 ¢ U U) (1) #4 OR #5 =� WWF OR FIBERMESH > wCONT 1JJ w LU U) GRADE Jy =0 FINISH 77 X x j� X x/. , #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR UNDISTURBED SOIL #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 () STEMWALL CURB SECTION 7.......... . . .......... ............ 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.- VARIES PER 36" MAXI I(ARCH PLANS 12 MIN XXX N 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 1 IkTAIIINILTILK,villitz' 31/2" CONCRETE SLAB W/ 6x6 W1.4 x WIA WWF OR FIBERMESH (1) #4 OR #5 90- BEND @ 48" O.C. 'j VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL . .............. b .01WER 1 STORY WALL N (2) #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ (3) :#4 OR (2) #5 CONT I - - .. ......... ........ ... - _ MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "IA" FTG DETAIL FOR THE "'I" 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") W1.4 x W1.4 WWF OR FIBERMESH STUCCO OR DIRECTLY ADHERED > STONE CLADDING FINISH - MIN 6" a, 0 ................... 1?f\I ALL OTHER EXTERIOR WALL > C:) x/' C:) CLADDING - MIN 8", U.N.O. ON ARCH \/X/ . ........ 1.\. N 0 APEX 0U?INVAPOR BARRER�y X\ (14 Q 00 C:) a) %/ . Tj % CF) Q. FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL CN 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 wl Ld (2) #5 OR (3) #4 CONTINUOUS _j tds i-i true design studios MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR. Cn Y 9000 REGENCY SQUARE BLVD. • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 C� 0 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALL'yTO PREVENT EROSION OF SOIL. 0 C:) CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS — W1.4 x W1.4 WWF OR LIJ CY FIBERMESH HoRsH01ON' x WKW bag w 16" VAPOR BARRIER < 0Z) W 3 BEARING WALL FOOTING SECTION U � LLI (D w CONCRETE SLAB W/ 6x6 w W1.4 x W1.4 WWF OR 0 FIBERMESH 0 0'-0" A.F.F.0 SEE ARCH \4 DETAILS LO 8" MIN 0 z Uj Uj 8"x8" THICKENED U) U) FTG AT VAPOR BARRIER w STEP-DOWN, SEE z LL PLAN U) z w 0 CURB STEP, SECTION m W w C) UNDER MASONRY WALL z Im > 0 CONCRETE SLAB W/ UNDER WOOD WALL z w C) < ILLI 6x6 W1.4 x W1.4 WWF 0LLj OR FIBERMESH VARIES SEE ARCH < J W (MAX 16") Uj w o x ILL. 12" MIN X X X z z 0 0 VAPOR BARRIER < 0 ILIJ 6" OPT. EXTENSION IN BRICK 0 LOCATIONS ON FND PLAN CL z ..... ....... � w w/ 12" UNDER 1 STORY WALL 0 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 C) BAR IN BRICK LEDGE < 16" UNDER 2 STORY WALL w/ w ,(2) #5 OR (3) #4 CONTINUOUS Abbott Park 0 GARAGE EXT WALL CURB SECTION CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF .- T1 1. . E U_ LOT 011-03 0 FOLLOWING OCCUR: < . .......... ... ..... -------------- - ........... w • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U < • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN I'-0" VERTICALLY (D PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. (n Q 0 PROJECT NO: w 0 CONCRETE SLAB W/ 6x6 1 2021.003507 0 WFIBERMESH z 0 DRAWN: W1.4 x W1.4 WWF OR 0'-0" A. F. F. SEE ARCH 1: LDG 8_01 0 (MAX 20" w ----- - U-) DEEP) CHKD x MJP w 4" w a- 4" EXTENSION x 0 UNDER BRICK VENEER CO ;N LA'* .. . . .......... -... i 4'- �0 ... U 12" UNDER I STORY WALLf*'.- �9 E Nq 1. z co �y VAPOR BARRIER w/ (2) #4 OR (2) #5 CONT N 851 16" UNDER 2 STORY WALL w z OCAIgn" < w/ (3) #4 OR (2) #5 CONT z ------ ---- 1 --------- - ... . ...... .. 0 0 Z �6BEARING CURB STEP SECTION .0.�. 0 ILLI < E F 4 35.. z z '�',J*f IrimAk TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U) 0 03-26-2021 w REVISIONS: w r 7- No. Description Date I - -- - --- - - ---------- - -- - -------- - - -------- ------- - ------------------------ _j 0 0 F_ - ----------------- --- --- - ....... . .. - ----------- .... ......... 0 0 z . ....... .. . ................. ...... . ........ ............. ........... ........... 0 0 w F_ ST=2mtl rMIUMPTAi rnmmr:rTr)R