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DocuSign Envelope ID: 5C51 EOE5-24F8-4973-AEC4-091 C2884D59C EXISTING EXTERIOR CMU MIN. 3" EDGE DISTANCE �I STRIP OF WWF FROM F.F.E. TO -- MIN. 6" BELOW GRADE. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/16' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. D ° j D D EXISTING FOUNDATION. p 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 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 D D EXISTING FOUNDATION � p a a � 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" G t ° DEEP) 4 14" 4" EXTENSION II I 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 a- — -- 9_ - - -- ---- — - a a ° \ \\ Q a VAPOR BARRIER 3 BEARING WALL FOOTING SECTION 12" I CONTINUOUSCONCRETECONCRETE FOOTING, SEE PLAN LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TYPICAL STEP IN FOOTING DETAIL CMU STEMWALL MONO LITHIC SLAB 14 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP -- _ Qa A- 8• — — W Z A , o aQ ° `° ° oZ U A • ° °° e o A ° A ° MIN12" //\//\//\//\//\//\// • ° °/\\��\/\\/ LOCATE VERTICAL REINFORCEMENT IN LAST STEMWALL CELL 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBER MESH #4 OR #5 REINFORCING PER MONOLITHIC FOOTING �-----,SECTION FOOTING TO BEAR ON FIRM UNDISTURBED SOIL • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE AND TIE INTO STEMWALL FOOTING REINFORCEMENT 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 BLOCK W/ (1) #4 OR #5 CONT. - --71 cn LU \\ \\\�\\ i /\\% - ita o / VAPOR BARRIER r�� LU C) i #4 OR #5 VERT REINFORCING 72" O.C. UP TO 3 COURSES: 4 TO 5 COURSES: 48" O.C. .p ADDITIONAL 94 OR FOOTING TO BEAR ON FIRM #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 C2STEMWALL 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) sn FLOATING CONCRETE w SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > D - U-BLOCK W/ U AJ w (1)#4OR#5 CONT w o 4-41 FINISH O GRADE #4 OR#5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ \\\\\ 4 TO 5 COURSES: 48" O.C. � � I FOOTING TO BEAR ON FIRM — - - ADDITIONAL #4 OR UNDISTURBED SOIL #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 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. (1) #4 OR #5 CONT. MINIMUM 24" 36" MAX VARIES PER —o ARCH PLANS a d e \/ 12" MIN j\ v e ° i 6" OPT. EXTENSION b IN BRICK LOCATIONS - ON FND PLAN 3'/z' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90° BEND @ 48" O.C. - --- VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 1z 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., HIS .,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-O" HORIZONTALLY, CONTRACTOR HAS TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION OF SOIL. 2. USE STEMWALL FOOTING CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER SEE NOTES (MAX 16") v 6 STUCCO OR DIRECTLY ADHERED co STONE CLADDING FINISH - MIN 6" rn —;- — E ALL OTHER EXTERIOR WALL N UV r, D CLADDING - MIN 8", U.N.O. ON ARCH N O APES ° / o \ 12" MIN �\ \\ \\ \\ \\ \\ C 04 00 FOOTING TO BEAR ON / 6" OPT. EXTENSION IN BRICK ca FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL 12" UNDER 1 STORY WALL w/ N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE J d 16" UNDER 2 STORY WALL w/ ILL. (2) #5 OR (3) .4 CONTINUOUS wJ ts -16 1 MONOLITHIC FOOTING SECTION j true designs studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" ' • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY U 9000 REGENCY SQUARE BLVD. FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. O CD CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH Wcr --° - —� --l- 4 4 041HOMON' 16" / VAPOR BARRIER LU Z 0 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR LU FIBERMESH 0'-0" A.F.F. 0 - SEE ARCH O °- a \° DETAILS 0) MIN 0" 8 \, 0 0 8"x8" THICKENED 8" Z Q LUJ FTG AT U) STEP-DOWN, SEE VAPOR BARRIER (/) �/ PLAN W 10 CURB STEP SECTION ? �� z W 4co o cn w J _ 8" UNDER MASONRY WALL LU W -- Z O CONCRETE SLAB W/ 6" UNDER WOOD WALL 0 6x6 W1.4 x W1.4 WWF ° — - Z Q Q OR FIBERMESH VARIEE SEE ARCH W W W OLLJ — — ° (MAX 16") J LU W a — - \� ° / 12" MIN. ILL \/i Z , VAPOR BARRIER �// a d /i, //�/ 0 T , .;S n:::r.,n e. ectroricaiiy 6" OPT. EXTENSION IN BRICK shown using a ;if,;,;t ! S1,w- w! ? 0 LOCATIONS ON FND PLAN �'';r! e:rS ca ,; ;s of this t cx.:.,rru: t;t ;re LLJ O .?G4. COt?5:(1E rE?C is (;f?Er:] 1— a ant] ih!e Sil nmu? e must, t!e vt'r:iir'd Z 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 ;_c'pY LaL BAR IN BRICK LEDGE U 16" UNDER 2 STORY WALL W/ Q U_ (2) #5 OR (3) #4 CONTINUOUS 0 W Abbott Park Q 5 GARAGE EXT �ALL CURB SECTION p CONTACT FOR PRIOO CONSTRUCTION IF ANY OF THE - FOLLOWING OCCUR: Q LOT 030-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" - • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY ~ FROM STRUCTURE STEEPER THAN V-0" VERTICALLY z Z PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. — (D (D cn CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR 0 FIBERMESH O 2021.009226 ILL 0'-0" A.F.F. SEE ARCH Z DRAWN: O -� — — a — — (MAX 20" = CD 8 q ° d ° — a a - -- DEEP) CHKD: \, \\ \ K 4„ X MJ P _ 4" EXTENSION Q Q UNDER BRICK VENEER `011111111111IN L ', 12" UNDER 1 STORY WALL �•�� JJ�J.."* �'AN�F,4 W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER > �� C N S 0 16" UNDER 2 STORY WALL 0 No 85166 W/ (3) #4 OR (2) #5 CONT W * ; Docusie�ea ny: Z = *: h- BEARING CURB STEP SECTION 0 0 .. S I D7,eFEF 3. .. 6 W � � F• O R � �• . C� � I I TYPICAL REINFORCI BARS AT THICKENE FOOTING, SEE PLAN MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN AB -- — — — — --- - HOUSE SL RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS NG Z A� �%%% D (n O 07-29-2021 R #5 ~ W PTH (~LL j co REVISIONS: 2 ERs Q No. Description Date w — co O Z = --- o U W X ST=2D W 0- Q CMUIMETAL CONNECTOR ENGINEERING