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,f )ocuSign Envelope ID: 1BDD5328-B4AB-4280-B48D-1B8BA2932131 EXISTING EXTERIOR CMU ---\ MIN. 3" EDGE DISTANCE H 11 STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO - - A EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/6" DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER I A FLUSH w/ 3000psi CONCRETE. I ° -- EXISTING FOUNDATION. D � G D • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES - T OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL -� TO BOTTOM OF WINDOWSILL 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 3/6" DIA, TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D I � D ' EXISTING FOUNDATION �p • t• 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 -, - - e- - - (MAX 20" 4 41 ° DEEP) Cu 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARI-NG CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I A Pf i C ^e%k1TIA11 1.-'%U0 BAR AS _AP AS SHOWN ) DEGREE V VIV I IIV IJV VJ VVIVVI\L.I L FOOTING, SEE PLAN 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 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - - - - - - - - - - •y4 OR FIBER MESH wZ �•-° � � <� ° 2• � ° #4OR#5 0 � I , ° a REINFORCING PER U Z ° 1 , MONOLITHIC FOOTING °°< ° • ° ° a SECTION • <a • FOOTING TO BEAR ON FIRM ° 44 , ; UNDISTURBED SOIL L 4 ° ° �--.E E1LO MIN OW MONOLITHICOOT NG 12' •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 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" > N I" O CONCRETE SLAB W/ ° ALL OTHER EXTERIOR WALL mot' U \\�/\�\\/�\��\\ \\ p p ° LO CLADDING -MIN 8", U.N.O. ON ARCH 6x6 W1.4 x W1.4 WWF �i\//;// /�/�/�/ _�cy OR FIBER MESH /r\\ \ o f �\�\-�' Q CD 8" CMU CHAIR \\�\/\/\/\/\/\/\ U) APEX O BLOCK W/ (1) #4 OR #5 CONT. VAPOR BARRIER �// � � � 12" MINA\//\\//\\//\\//\\//\� Z C TOP OF SLAB A�%�%\\\ a0i U 0: Z_ N _ a Q O FOOTING TO BEAR ON \ / 6" OPT. EXTENSION IN BRICK (n cl cl \\/\\ w w FIRM UNDISTURBED LOCATIONS ON FND PLAN VAPOR BARRIER -/ Uj o SOIL m 12" UNDER 1 STORY WALL w/ /\ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 W #4 OR #5 VERT REINFORCING / // // // / BAR IN BRICK LEDGE W UP TO 3 COURSES: 72" O.C.\\\\\\\ 16" UNDER 2 STORY WALL w/ Z 4 TO 5 COURSES: 48" O.C. -�I \/ \ (2) #5 OR (3) #4 CONTINUOUS Q tds Z p•o L o NLU jj j 1 MONOLITHIC FOOTING SECTION Q true design studios a) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ❑ ADDITIONAL #4 OR FOLLOWING OCCUR: w \� \ • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O FOOTING TO BEAR ON FIRM //� r #5 IN BRICK LEDGE J 9000 REGENCY SQUARE BLVD. N UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY LL. FROM STRUCTURE STEEPER THAN 1'4' VERTICALLY SUITE 100, JACKSONVILLE, FL 32211 VERTICAL REINFORCEMENT 4" OPT BRICK LEDGE PER 3'-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. Z 904.821.5200 p NOTED ON FND PLAN Q TO HAVE 6" BEND AT BOTTOM 'a CONCRETE SLAB w/ 6x6 CAST -IN -PLACE FOOTING SPECS Q (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR O C 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH cy 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT d OO ® N 2 STEMWALL SECTION '\�\�i\\r�\r\\/r�\//\° ° ° ° a / \//\\ \,�\,\\ CN U 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK q FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 0 \\ �° \� I COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS / \ \ '' / MAY BE OBTAINED FROM THE ENGINEER OF RECORD. / 16" VAPOR BARRIER O 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY LL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q 3 BEARING WALL FOOTING SECTION U z O CONCRETE SLAB W/ 6x6 Q W1.4 x W1.4 WWF OR J FIBERMESH z 0' 0" A.F.F. _ - SEE ARCH U _ 0'-0" A.F.F. ° 4 \a DETAILS W (BEYOND) ° x FLOATING CONCRETE w U-BLOCK W/ \, \ \�� 8" MIN X SLAB W/ 6x6 W1.4xW1.4 U (1) #4 OR #5 //W d WWF OR FIBERMESH > e _y w � CONT \\r`\��. /, Q mi w � w 8"x8" THICKENED 8" X LU w FINISH O GRADE STEP-DOWN, SEE VAPOR BARRIER � LO \ram\�\�T PLAN LL / / � / /� CURB STEP SECTION o = LV /\\/ / \\//\\//\\// /\\\/ `T z O_ #4 OR #5 VERT REINFORCING ---- - //�/ UP TO 3 COURSES: 72" O.C. \ \\ \\ - - O C 4 TO 5 COURSES: 48" O.C. _ \/ 8" UNDER MASONRY WALL G o ° ~� W CONCRETE SLAB W/ 6" UNDER WOOD WALL 2 O ° 6x6 W1.4 x W1.4 WWF z OR FIBERMESH w VARIES SEE ARCH (A W FOOTING TO BEAR ON FIRM -y ; -- ° (MAX 16") ADDITIONAL #4 OR a Q UNDISTURBED SOIL - - - #5 IN BRICK LEDGE M W w Q VERT REINFORCEMENT TO %\\�/\\�/�\/��\� ///\ ° /��\/�/�\//\//\�/\/%\ I- �/r/ LL ❑ HAVE 6" BEND @BOTTOM 4" OPT BRICK LEDGE \\/\ \ \ \ \ \ \ NOTED ON FND PLAN / 4 12" MIN.//\//\//\//\//\r O W W CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT �j�\\ �\ •- 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT / X 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 0 7 STEMWALL CURB SECTION O z 12" UNDER 1 STORY WALL w/ J O 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 Q ❑ FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 BAR IN BRICK LEDGE Z LU COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ _ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS W Z 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY F- ABBOTT PARK a ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION X CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W V- __ FOLLOWING OCCUR: Q LOT 039-03 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" _ - J (1) #4 OR #5 CONT.- 36" MAX VARIES PER ARCH PLANS \ 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 %" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM �2/(1) #4 OR #5 90° BEND @ 48" O.C. a ° 4 A G 4 VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 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 A 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 T-0" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-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 q G -- - - (MAX 20" Xl�\\�\� 4 a 4 a -� ° DEEP) 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 6 BEARING CURB STEP SECTION 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 SLABI RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q U U) 0 Uj PROJECT NO: F- 2021.006638 z - Q DRAWN: KME LU CHKD: LL MJP Q 0 C) LIJ No 85166 W DgtcuSlg nod by: r ^ Z ♦ .... ♦♦''SS�QNA� E��•� ❑ 05-18-2021 O Z _REVISIONS: < No. Description Date -- W W J Q U U) ST=2 z ■ O 0 CMU/METAL CONNECTOR ENGINEERING