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)ocuSign Envelope ID: 4DC65388-9FD7-497B-840E-441 DCF60BF46 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE NOTES (MAX 16") U 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. % D EXISTING FOUNDATION. D ° ° 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 I WHERE NEEDED MIN. 3" EDGE DISTANCE I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ - - ° D - � - D (2) ROWS OF 3/s' DIA. TAPCONS ° D OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. i D EXISTING FOUNDATION 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 a ° - - - - - (MAX 20" DEEP) i�\//\ 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL *qEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a a I". VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I Aft - IUS BAR AS _AP AS SHOWN I✓VIY I IIYVVVV VVI�VI\V I I.. FOOTING, SEE PLAN DEGREE 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. - - - - - - - U) Q Q o VAPOR BARRIER �� j\� o to 77, #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ /\\/\\ 4 TO 5 COURSES: 48" O.C. 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. U-0" A.F.F. (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. U-BLOCK W/ Ucn J (1)#4OR#5 Q CONT ti ee J w W"' U) U 0 O FINISH GRADE 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" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT TSTEMWALL 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 STEMWALLr MONO LITHIC SLAB 3'Y2" 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 2 1 (1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP VARIES PER - - - -°- 36" MAX ARCH PLANS 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - - -� - - OR FIBER MESH\/\\ \\ \/\\\� 12" MI �.� ° VAPOR BARRIER z0 a < ° , < 9 a i/\\/\\/\ \ \/ � / FOOTING TO BEAR ON FIRM <� 'a #4 OR #5 / //\//\ //\// a' / UNDISTURBED SOIL 0 - REINFORCING PER\�\' oZ Q < a MONOLITHIC FOOTING ' ° < a a SECTION 6" OPT. EXTENSION b v� ° a IN BRICK LOCATIONS a L . FOOTING TO BEAR ON FIRM ON FND PLAN a, . , UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) n :14 < a \ \ \ \ ADDITIONAL NO.4 OR NO. 5 #4 OR (2) #5 CONT e d` MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE j\\j\� �\ j\ 16" UNDER 2 STORY WALL W/ (3) a ° _ <a //\//\//\//\/#4 OR (2) #5 CONT \ MONOLOTH I C FOOTING SECTION - 36 MAX DEPTH STEMWALL FOOTING TO EXTEND MIN x/�\'� 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 VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER T-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 ALL OTHER EXTERIOR WALLAM`\ \ \ \ \ \ \ CDcr \ \ \ \ \ \ ° � o CLADDING -MIN 8", U.N.O. ON ARCH � p L0 APES VAPOR BARRIER \//\\% ° \/\///\\//\\//\\//\\/\\/� C �%try\%� Z X ° 12" MINX 04 CR FOOTING TO BEAR ON 6 OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN OIL N 04 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 4.1 16" UNDER 2 STORY WALL w! Ld (2) #5 OR (3) #4 CONTINUOUS J td s �i true design studios N MONOLITHIC FOOTING SECTION z 1 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. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211cn FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 W C (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR I _ FIBERMESH co I - a a -- 0141HOMON 61 / STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, 0 N J VAPOR BARRIER w <r a-1 16" Z 0 3 BEARING WALL FOOTING SECTION Z w O w CONCRETE SLAB W/ 6x6 0-1 W1.4 x W1.4 WWF OR p FIBERMESH O 0'-0" A.F.F. C) SEE ARCH 01) DETAILS .� ti 8" MIN O U) Z 8"x8" THICKENED 8" Uj � W FTG AT w STEP-DOWN, SEE VAPOR BARRIER z PLAN 4 CURB STEP SECTION m Uj 0 U) w Q _ w Q 0 8" UNDER MASONRY WALL Z CONCRETE SLAB W/ I---�-� 6" UNDER WOOD WALL Z IU t Q a 6x6 W1.4 x W1.4 WWF I I W '+' w OR FIBERMESH VARIEST F ° 0 Q LLI w SEE ARCH (MAX 16") LL] Uj LL 12" MIN \ /X/ \XX Z O Z VAPOR BARRIER //� a \ ///i// U 6" OPT. EXTENSION IN BRICK 0 (- LOCATIONS ON FND PLAN a _Z 12" UNDER 1 STORY WALL w/ O (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 W (2) #5 OR (3) #4 CONTINUOUS Abbott Park -I O U 5 GARAGE EXT CURB_ SECTION_- CONTACT FOR PRIO��ALL O CONSTRUCTION IF ANY OF THE Q LOT 012-01 W FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. cn O PROJECT NO: w CONCRETE SLAB W/ 6x6 J 2021.003457 � W1.4 x W1.4 WWF OR O w FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH U LDG o - - a - - - - (MAX 20" DEEP) X cHKD: MJP W w Ja ° IZ EXTENSION X UNDER BRICK VENEER JrJ�!�IN LA,�'�,�� 12" UNDER 1 STORY WALL `,••••.• � 0 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER co`� ••••��G E N `S�.•.• ��s Z Zz ftci8S1 Iced• 16" UNDER 2 STORY WALL Z *� + < w/ (3) #4 OR (2) #5 CONT BEARING CURB STEP SECTION O STAT of ��: 6 _ �.� •' 1 ��' 435 i I I 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) ''IIIoII•III I%4% Q 03-19-2021 p _O h- W U CO REVISIONS: w J U U) I- O Z = O U � w I- X a W ST=2mD a CMUIMETAL CONNECTOR ENGINEERING LL C� O Z