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DocuSign Envelope ID: 3E8A6C11-097045139-8A15-068DD22C82C1 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 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 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i D ° D I D EXISTING FOUNDATION. D \\ ° A - • • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES - OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL WHERE NEEDED MIN. 3" EDGE 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. 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 VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH TZ 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION r r- CONTINUOUS CONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN ) 90 DEGREE 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 MIN 24" LAP a cn w =O - _ _ - - ------ -- _ - •^- - __^ ^ =°--- -=--�- -o <� ^• $a ^`d ^ < , a 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4OR#5 REINFORCING PER p U Q ^ ° MONOLITHIC FOOTING • • SECTION D EXISTING FOUNDATION ` ° ^ °^ ° FOOTING TO BEAR ON FIRM ^ d^ , UNDISTURBED SOIL - - a < ` ° "< ° d • MIN 12" 17 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. /�\/�\/�\/\\/�\'/�\/�\� �j/\�\'� \\'/`" ' ' " `- • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE 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 h BLOCK W/ (1) #4 OR #5 CONT. - -- - vi ¢ � O VAPOR BARRIER ff\\/f I - UJ Ln #4 OR #5 VERT REINFORCING / A UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\//// 71 t\f� ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM _ \\� //�\ /\' #5 1N 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 C2 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 U U) (1) #4 OR #5 WWF OR FIBERMESH > ti ow`:` Q w CONT •--- - - - �'� ° J W0 W FINISH 0 GRADE / /\\/\\/\\/\ \\j\\j\ X//X/f"ffX/f�// #4 OR #5 VERT REINFORCING\\ UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. _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 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. 3'/z' CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT: W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90' BEND @ 48" O.C. VARIES PER 36" MAXI ARCH PLANS 12" MIN ` ° ° d '\ VAPOR BARRIER / FOOTING TO BEAR ON FIRM /��/%\�/� //\�// 4° • / UNDISTURBED SOIL 6" OPT. EXTENSION b IN BRICK LOCATIONS -- ON FND PLAN 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 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" 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 V-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 °o -------------- 0 ALL OTHER EXTERIOR WALLAim\ \\ \\ o CLADDING - MIN 8", U.N.O. ON ARCH O p /VAPOR BARRIER � APEX 12/ MIN\N -� c� 00 FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBEDSOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ M III (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J BAR IN BRICK LEDGE LL 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J t S J � 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. c • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY Q PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W s3 FIBERMESH to CD 11HOMON /\ / \f/ J 16" VAPOR BARRIER Q Ci C W 3 BEARING WALL FOOTING SECTION U z w cD w CONCRETE SLAB W/ 6x6 IY W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, 0'-0" A.F.F. O PE on the date and/or time stamp _. CA shown using a digital signature. SEE ARCH i Printed copies of this document are ° 4 \d DETAILS � of considered signed and sealed 4 ° Itnd the signature must be verified >Mlby a 3rd Party Certificate Authority 8" MIN O n any electronic copy W d 8"x8" THICKENED 8" 0 co FTG AT U) STEP-DOWN, SEE VAPOR BARRIER W PLAN U) Z W 4 CURB STEP SECTION m LLJ O w w �- W 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ 6" UNDER WOOD WALL Z Q Q Uj 6x6 W1.4 x W1.4 WWF W W OR FIBERMESH VARIES ! �d SEE ARCH < Q J a 4 (MAX 16") W LLl WLL \\/\ d l% 12' MIN \\\f\/\\/\\/\� Z r O Z VAPOR BARRIER �/� ° 4 �/" \ /�//�//�//�f/ O 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN a z 12" UNDER 1 STORY WALL w/ Q d (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 U LL_ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q J (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION _ _ W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 027-02 0 FOLLOWING OCCUR: - - • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY - _Q PER T-0" HORIZONTALUYTO PREVENT EROSION OF SOIL. U) PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.009236 W1.4 x W1.4 WWF OR Q LL- FIBERMESH Z - -- DRAWN: Q A.F.F. SEE ARCH v JAR o (MAX 20 - 4 ° 4 �� --- DEEP) CHKD: 4 ^ WW a • 4 I..L J 4" EXTENSION X U �� UNDER BRICK VENEER < 12" UNDER 1 STORY WALL �' ��,` JJ�• G E N � Q W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m ` ••�,� SF`••.• Z 16" UNDER 2 STORY WALL NO 816� Z = * Docu Igne W/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION 1D�F4� Q , s ••. .. 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 SEE NOTES (MAX 16") i U 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6' a, 0 N (Z iS` jI N A� �%%% fill Q O 08-03-2021 p f•- W U REVISIONS: U_ - - �- Q No. Description Date W (n J � _ U J F- Z -- O 2 � U w F- X W ST=2mD d CMUIMETAL CONNECTOR ENGINEERING¢