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DocuSlgn Envelope ID: 9B428CE4-E6EB-4E3F-80CB-590519F9314F EXISTING EXTERIOR CMU I I 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 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D ° D D EXISTING FOUNDATION. p D D � D I � D \ • 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 3/16" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. P -e - D ° D D EXISTING FOUNDATION D ° p D 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) 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION 4 ° 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 L.VI\ 1 IIV VVVJ VVIYVI\L 1 L 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 BLOCK W/ (1) #4 OR #5 CONT. U) LLJ C:) W 0 / H U VAPOR BARRIER - �I #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. \\/ �N L ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 //�\ #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 A U J (1) #4 OR #5 WWF OR FIBERMESH > ¢ ¢ co CONT LU� FINISH • � -°. O GRADE \ \\ �/xx 'x/j\ \ /\�//\/j\ \\//\�/ #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. // D i � I _o 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 CANT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT T_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�ftk MONO LITHIC SLAB 3 %" CONCRETE SLAB W/ 6x6 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 24" (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP ° ° a 36" MAX VARIES PER o - - - - - -- - - ARCH PLANS 4' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - -- OR FIBER MESH VAPOR BARRIER TO BEAR wZ--------- -ir.e° a 8•�---<--a-a\\12" MINFOOT O • 4 ° ° 9• ° #4 OR #5 /�% \ //\�// j 4'' j UND SING TURBED SOILON FIRM p • , ° REINFORCING PER U Z ° MONOLITHIC FOOTING ' ^ ° SECTION 6" OPT. EXTENSION b IN BRICK LOCATIONS --- g 4, . FOOTING TO BEAR ON FIRUNDISTURBED SOIL ON FND PLAN 1T UNDER 1 STORY WALL W/ (2) • ° \ \ \ \ ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT ° ^ " I 4° MINI 12"' //\//\//\//\//\//\//\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) 4 • - _ -° < d ° //\\//\\//\\//\\//� #4 OR (2) #5 CONT \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" 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 T-O" 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 Z) CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR d FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" p ALL OTHER EXTERIOR WALL `li \\ \\ \\ \\ \\ \\ p o CLADDING - MIN 8", U.N.O. ON ARCH O Ap 0 " MINA VAPOR BARRIER �// D \\ 12\/\\/\\/\\/\\/\� N P U 4. FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURSBOED IL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M zz (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 J +, BAR IN BRICK LEDGE ILL. 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS W J tds J-6 � true design studios 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O FOLLOWING OCCUR: Y • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. (D • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. C ) O CONCRETE SLAB w/ 6x6 co (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W C_ FIBERMESH ~ d 041HOMON LLI 16" VAPOR BARRIER Q C) W 3 BEARING WALL FOOTING SECTION Z W U' This item has been electronically CONCRETE SLAB W/ 6x6 W signed and sealed by Justin M Lanier, Of PE on the date and/or time stamp W1.4 x W1.4 WWF OR O shown using a digital signature. FIBERMESH O Printed copies of this document are 0'-0" A.F.F. O not considered signed and sealed O; and the signature must be verified SEE ARCH a by a 3rd Party Certificate Authority a \4 DETAILS �on any electronic copy 8" MIN (] V i a Z LIJ 8"x8" THICKENED 8" W FTG AT n/ STEP-DOWN, SEE VAPOR BARRIER � � z W-�� PLAN 4 CURB STEP SECTION m Uj O W W W Q w Q O 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL w ' '�I Q a 6x6 W1.4 x W1.4 WWF W OR FIBERMESH VARIES 4 LU SEE ARCH 0 Q 2 a� - ° (MAX 16") w �L�j/ x L //\ \ /�\\i \\\\\\/\\\/\\\\\ O VAPOR BARRIER \/�\° 4 �• �/- \ /�//�//,///\/ Z O W 6" OPT. EXTENSION IN BRICK (-- LOCATIONS ON FND PLAN N� Z LL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 O LL - BAR IN BRICK LEDGE - 16" UNDER 2 STORY WALL w/ Q W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -' O U 5 GARAGE EXT WALL CURB SECTION - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE U- LOT 023-02 W FOLLOWING OCCUR: F- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z_ Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY C7 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. (n PROJECT NO: LU CONCRETE SLAB W/ 6x6 O 2021.009233 W1.4 x W1.4 WWF OR O W FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH U JAR o (MAX 20" W --- to 4 ° a vl a --° ° DEEP) CHKD: MJP K ° 4 4„ W J ° e 4" EXTENSION Q U UNDER BRICK VENEER N� �� 12" UNDER 1 STORY WALL %- �`,``,JS�•�'� E nj •N/�.9 , W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m �� .••�,� SF •.• ,�� Z 16" UNDER 2 STORY WALL W•• NO 85166 w/ (3) #4 OR (2) #5 CONT Z 7t ;• DocuSigned by: 6 BEARING CURB STEP SECTION W � e71DA�DEF�4 Q '�� Fsi • ; •O R 10. • �� `� Z 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 L. - - - - - - - - - - HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS O 07-28-2021 ~ W U_ REVISIONS: U- H Q No. Description Date W to Q O Z Z O 2 � U W x W ST=2mD CMUIMETAL CONNECTOR ENGINEERING