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r - DocuSign Envelope ID. 330532F8-9941-42ED-849C-09E31E5B197F 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 s16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. - I ° - EXISTING FOUNDATION. D ° G D ID I \ ° D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH a - ° -- - -- - - - - (MAX 20" ° ° -4 a ° DEEP) //\ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *PEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH --°--Q Q-----a - --9--- d - - 16" 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 FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH 8" CMU CHAIR TOP OF SLAB oL BLOCK W/ (1) #4 OR #5 CONT. - - - - - - - - w QQ o VAPOR BARRIER �� j\� Lu LU o X #4 OR #5 VERT REINFORCING -V, UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. 1% L/ FOOTING TO BEAR ON FIRM //�\\� \/\\/ #5IN BIRICK 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. U-0" A.F.F. _ (BEYOND) FLOATING CONCRETE Lu U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 U J (1) #4 OR #5 WWF OR FIBERMESH > Q ¢ CONT D ♦LU LU H W FINISH _ O GRADE 0 xx \ \ \ ui #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L -o 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" W42) #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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL - TO BOTTOM OF WINDOW SILL �, CMU STEMWMON O NO LITHIC SLAB 3 %' CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH CONTINUOUS TO EXTEND MIN 24" MINIM�2/-,(I)#4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE - � MIN 24" LAP 4 a MIN. 3" EDGE DISTANCE I "VARIES PER 36" MAX ARCH PLANS6x6 W1.4 x 4" CONCRETE SLAB W/ 04 ° STRIP OF WWF FROM F.F.E. TO - - _ - - - _ - -<- - - -• OR FIBER MEISHF \\//\\�T\7/\\� %\\/ BOTTOM OF FTG. WWF TO -- - - - - - ° . //\//\//\ \iI ° - a ° D w Z L- s • - = - - - --,/\/\/ 12" MIN ° \ VAPOR BARRIER 3 D - - -� ° - ' D - U) O ° $ ° • #4 OR #5 //� //�\ \ //\\/� i °' • / \ UNDISTURBED SOILON FIRM EXISTING FOUNDATION FACE w/FOOTING TO BEAR (2) ROWS OF 11s' DIA. TAPCONS / Ix � \\ OR CUT NAILS @ 24" O.C. COVER ° ° O ° ° • ° REINFORCING PER \ FLUSH w/ 3000psi CONCRETE. f D M •, ° o ° 4 s ° SECTION MONOLITHIC FOOTING 6" OPT. EXTENSION b ° EXISTING FOUNDATION ° ° • ° a IN BRICK LOCATIONS i I ° FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) ° • ° � 4 ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT D °° MIN12" /\\/\\/\ BAR IN BRICK LEDGE //\///\//\//\//\\ 16" UNDER 2 STORY WALL W/ (3) l ° 4 ° /�\//j //� //\////\\/\ #4 OR (2) #5 CONT • D a, ° \\11\T71�� \\Tt\\ \\ \\ \//\\//\//\// 8" CMU WALL OVERHANGS 2.5" OR LESS /%/%�/%�%�/%/%/%/i /%�/%�/%\//%//�/'� 'STEMWALL FOOTING TO EXTEND MIN 1 MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH \\/\\/\\/\\/\\/\\\� i\\\\ 12" BELOW MONOLITHIC FOOTING \\\\\\//. NOTE : IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \ \ \�\\ • ADDITIONAL #4 OR #5 VERTICAL TO BE \ � LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL TWO CHOICES: • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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" a, E, ALL OTHER EXTERIOR WALL N � O'' j\ p ° CLADDING -MIN 8", U.N.O. ON ARCH O VAPOR BARRIER Z o \, o , 2" MIN �/\/\/\/\/\� APEX -C \\ ° \/ /\//\//\//\//\//\ W W Sc . /\ ..• �\ Z cu FOOTING TO BEAR ON / Q. FIRM UNDISTURBED 6 OPT. EXTENSION IN BRICK CA � SOIL LOCATIONS ON FND PLAN m 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W III �l BAR IN BRICK LEDGE W p 16" UNDER 2 STORY WALL w/ Z (2) #5 OR (3) #4 CONTINUOUS Z W ts 1 MONOLITHIC FOOTING SECTION Q true design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE 0 FOLLOWING OCCUR: W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY -1 9000 REGENCY SQUARE BLVD. a) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. 0 904.821.5200 0 CONCRETE SLAB w/ 6x6 ~ (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR Cl) SH FIBERMEO. _ o 01HOMON' ° e a �\xI ,\ ,� ,, 16" VAPOR BARRIER 0 ILL Q Q CI 3 BEARING WALL FOOTING SECTION CU z � CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR O FIBERMESH This item has been electronically Ahl 0'-0" A.F.F. = signed and sealed by Justin M Lanier, _ SEE ARCH PE on the date and/or time stamp a \° DETAILS W shown using a digital signature. a Printed copies of this document are not considered signed and sealed 8" MIN x nd the signature must be verified \ Wy a 3rd Party Certificate Authority Qn any electronic copy 8"x8" THICKENED 8" W FTG AT Q STEP-DOWN, SEE VAPOR BARRIER � � - PLAN100 CURB STEP SECTION o = Z W 4 z Q U) 8" UNDER MASONRY WALL 0 - W CONCRETE SLAB W/ F6" UNDER WOOD WALL O 6x6 W1.4 x W1.4 WWF z OR FIBERMESH Uj' I VARIES SEE ARCH 0 Lu -- - - ° - 4� _ a (MAX 16") O _ Uj Uj Q o ° \�/%\fix/-\�%\�%\/ �/ /\~00 \/\/\/\/\/\/\ F- \/\ ° \/ 12" MIN%\\/\\/\\/\\/\� U �W \/ / TOM ILL VAPOR BARRIER \/�\a Q X 6" OPT, EXTENSION IN BRICK } - LOCATIONS ON FND PLAN Ur 12" UNDER 1 STORY WALL w/ j 0 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 BAR IN BRICK LEDGE Z W 16" UNDER 2 STORY WALL w/ _ H (2) #5 OR (3) #4 CONTINUOUS U Z Abbott Park 5)FOLLOWING GARAGE EXT WALL CURB SECTION X c- CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W LL OCCUR: aQ LOT 037-02 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" --- - J • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLWO 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" a ° DEEP) a /04 0° 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 *-REARING 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 RE-ENTRANT CORNERS I II HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q U 07 0 W PROJECT NO: f- 2021.011084 z DRAWN: - U) KAS uJ 0 CHKD: ILL MJP 0 0 O Lf� `��ttri�rrrrrri W -CIN LqN w i No 85166 (n ' r (n= r * ' Docu$Igned 6y: V ; * -+ r ^ .. yet •• r r :Iz AA n � ` A F435. ,' �i�F` •'c� O R I 09-17-2021 a Z REVISIONS: No. Description Date - W 07 - W W J U ST Z ■ O 0 CMUIMETAL CONNECTOR ENGINEERING