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I DocuSign Envelope ID: A41490AF-CAEF-4390-B17C-825DDB4B8BB8 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/ p p P - p (2) ROWS OF 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. P EXISTING FOUNDATION. p p D o \\ ° • D 8" CMU WALL OVERHANGS LESS THAN 1" Z) CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli CONCRETE SLAB W/ 6x6 STONE CLADDING FINISH - MIN 6" _� E W1.4 x W1.4 WWF OR FIBERMESH ALL OTHER EXTERIOR WALL V q CONCRETE SLAB W/ 0'-0" A.F.F. SEE ARCH 6x6 W1.4 x W1.4 WWF ,r\\�\\��\\/�\\\/�\\\/�\\// o a D CLADDING -MIN 8", U.N.O. ON ARCH n- - - (MAX 20" OR FIBER MESH �\ AIR\ //\// // //��TT O 0 a ° DEEP) 8" CMU BLOCK WH(1) #4 OR #5 CONT. VAPOR BARRIER �/� ° ° 12 MIN\\%\\%\\%\\%\\%\� Z APEX '� TOP OF SLAB \/� 4" - - - - - - - /%\ .� / \ \\ \\\ \\\/\\//i\%//\\%\%/\\\ W a") EXTENSION �\ \\\i\\\ \\\ -X'// /\ / �� / Z 0 r/ // // ¢ O FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK U) UNDER BRICK VENEER \\/\\ LU w FIRM UNDISTURBED LOCATIONS ON FND PLAN VAPOR BARRIER //\/, U o LO SOIL m 12" UNDER 1 STORY WALL VAPOR BARRIER \i\� 12" UNDER 1 STORY WALL w/ 10, #4 OR #5 VERT REINFORCING /\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W / / //\//\// / BAR IN BRICK LEDGE W44 16" UNDER 2 STORY WALL UP TO 3 COURSES: 72" O.C.\�\\\\�\\ 16" UNDER 2 STORY WALL w/ Z -"-"" ---- 4 TO 5 COURSES: 48" O.C. / (2) #5 OR (3) #4 CONTINUOUStds BEARING CURB STEP SECTION ° N L - N\\ W 6 -- •° o �i/ (PFOLLOW ONOLITHIC FOOTING SECTION _ a true design studies ONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE \ ADDITIONAL #4 OR ING OCCUR: FOOTING TO BEAR ON FIRM\� /r� r #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" O UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 1 9000 REGENCY SQUARE BLVD. 0) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY L - SUITE 100, JACKSONVILLE, FL 32211 c 4" OPT BRICK LEDGE Z N VERTICAL REINFORCEMENT TO HAVE 6" BEND AT BOTTOM O NOTED ON FND PLAN PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O 904.821.5200 CONCRETE SLAB w/ 6x6 CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 0 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT a HOMON ° ° a 4DI' °d o \��\�\\ STEMWALL SECTION '\�\�i�\r�\,�\/r�` °d a ° /j`/\\ �\ \\��\ V , \ 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \�/\ Q FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 VAPOR BARRIER COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS \// \ \ '' / 0 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" VAPOR BARRIER O 16" 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY LL ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q 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 CONTINUOUS CONCRETE FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 0'-0" A. F. F. - (BEYOND) FLOATING CONCRETE - w U-BLOCK W/ SLAB W/ 6x6 W1 AxW1.4 > v Q J Q (1) #4 OR #5 CONT WWF OR FIBERMESH y (n I- _ , UJco W LU FINISH O GRADE #5 VERT REINFORCING #4 OR UP TO 3 COURSES: 72" O.C. ' 4 TO 5 COURSES: 48" O.C. ° D C FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL OR E #5 IN BRICK LEDGE VERT REINFORCEMENT TO HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE 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. GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL �° CMU STEMWALL MONO LITHIC SLAB (1) #4 OR #5 CONT. 3 %" CONCRETE SLAB W/ 6x6 WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 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 MIN. 3" EDGE DISTANCE VARIES PER r 36" MAX ARCH PLANS ° ._. 4" CONCRETE SLAB W/ 6x6 WI A x W1.4 WWF -- STRIP OF WWF FROM,F.F.E. TO - - - - -- - - _ _ _ _° _ -- OR FIBER MESH \\/\\ \/\\�� // \\ BOTTOM OF FTG. WWF TO - - ° ° - ° cn - - - - - - - - - -j - -°- �= - - - - ////\/// 12" MIN �` ° ° '\ VAPOR BARRIER EXISTING FOUNDATION FACE w/ ° - - - $ - o W Z ° ° ° ° ° \/\/\ \ �/ ` / \ FOOTING TO BEAR ON FIRM (2) ROWS FOUNDATION N DIA. TAPCONS D D D p D 4_ O °� �° ° °° #4 OR #5 // // //� //\// d' • / UNDISTURBED SOIL OR CUT NAILS @ 24" O.C. COVER / o p ° O Z ° ° • ° ° ° REINFORCING PER \\\' , I FLUSH w/ 3000psi CONCRETE. 9 D v9 ° ° ° ° ° n S OCNOOLN HIC FOOTING 6" OPT. EXTENSION b ° �EXISTING FOUNDATION ° ° ° ° ° IN BRICK LOCATIONS ° FOOTING TO BEAR ON FIRM ON FND PLAN -°_ - + a UNDISTURBED SOIL ' DE STORY WALL W/ (2) #4OR ADDITIONAL NO.4 OR NO. 5 ( ) #5 CON 1 ° MINI12" /\/\/\/\/\/\/\ BAR IN BRICK LEDGE ° //\//\//\//\//\//\//�\ 16" UNDER 2 STORY WALL W/ (3) o ° ° ° //\\//\\//\\//\\//\\//\\ram _ - -- - 11 n '-j\j\/\j\j\j\j \/\j\/\/r�j�\\/� MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH \ \ \ \ \ \ \ \ \ \ \ \ \ 8 CMU WALL OVERHANGS 2.5 OR LESS //\//\//\//\//\//\//\// //\//\//\\// STEMWALL FOOTING TO EXTEND MIN \\/\\/\\/\\/\\/\\\� 12" BELOW MONOLITHIC FOOTING NOTES: /\\\/\\\/�\\,�\\/��\//\ • ADDITIONAL #4 OR #5 VERTICAL TO BE "NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" /�� LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING DEPTH EXCEEDS 28". REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL REINFORCEMENT IN LAST REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO STEMWALL CELL STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. TWO CHOICES: 1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL OF SOIL. 2. USE STEMWALL FOOTING 3 BEARING WALL FOOTING SECTION Z CD CONCRETE SLAB W/ 6x6 0 This item has been electronically W1.4 x W1.4 WWF OR signed and sealed by Justin M Lanier, FIBERMESH O PE on the date and/or time stamp Z shown using a digital signature. 0'-0" A.F.F. = Printed copies of this document are _ SEE ARCH U not considered signed and sealed ° \° DETAILS W and the signature must be verified o q c by a 3rd Party Certificate Authority on any electronic copy 8" MIN W /^� VJ 8"x8" THICKENED 8" Uj W FTG AT Q STEP-DOWN, SEE VAPOR BARRIER � PLAN00 CURB STEP SECTION o = Z W P 4 _ W o cn 8" UNDER MASONRY WALL 0 a - W CONCRETE SLAB W/ 6" UNDER WOOD WALL 2 O 6x6 W1.4 x W1.4 WWF z > Q OR FIBERMESH VARIES ° SEE ARCH G7 W (MAX 16") O � W° LLl WX. Q 12' M I N A\\/\\/\\/\\/\/ LL U W VAPOR BARRIER \// a q Q 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN Ur 12" UNDER 1 STORY WALL w/ 0 0 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0 0 BAR IN BRICK LEDGE Z W 16" UNDER 2 STORY WALL w/ U f- (2) #5 OR (3) #4 CONTINUOUS Z Abbott Park of a 5 GARAGE EXT WALL CURB SECTION x - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W - LL FOLLOWING OCCUR: a- LOT 025-02 W • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" -� • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR 0'-0" A.F.F FIBERMESH. SEE ARCH °--� ---- �(MAX20" DEEP) 4 q / \/�\\/� 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 SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS Q U W W PROJECT NO: 2021.009241 z 0 DRAWN: CD w CHKD: MJP LL O O O L0 ` %O jj 1.1111l l" W �� jkN LA/V .. W i� No 85166 cn Docuftned by: �U) Z 3TE71QEUEF43 ' All•�,` i4r,,s1,1811110 ON Ai E% G7 07-28-2021 O Z REVISIONS: Q No. Description Date C' ----- -- W - W - H - Q ST Z =2 ■ D O 0 CMUIMETAL CONNECTOR ENGINEERING