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lh�rn'u+fllnlw�le�.'i!�rt"! r� i� � i DocuSign Envelope ID: FF875270-6EF9-44CE-896A-F76FB6A8ECA0 EXISTING EXTERIOR CMU i I I MIN. 3" EDGE DISTANCE STRIP OF WWF FROM F.F.E. TO MIN. 6" BELOW GRADE. WWF TO - EXISTING FOUNDATION FACE w/ D (2) ROWS OF 3/6' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. 1 D EXISTING FOUNDATION. D ° p D I � D \ A ° D 8" CMU WALL OVERHANGS LESS THAN 1" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0' _0" A.F.F. SEE ARCH (MAX 20" - 4- - o - a a DEEP) 4 ° 4 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 '4- 4 4 04 \/\\ 4 ° VAPOR BARRIER 3 BEARING WALL FOOTING SECTION -LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN ) 90 DEGREE L CONTINUOUS CONCRETE FOOTING, SEE PLAN 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. I CD cr VAPOR BARRIER //\\// I LO Lu o X #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C.\/\\ 4 TO 5 COURSES: 48" O.C.\/�/ /\/ j�/ - FOOTING TO BEAR ON FIRM ` /�\\\'/ #6 NI ONAL BIRICK 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. 0'-0" A.F.F. (BEYOND) FLOATING CONCRETE w - U-BLOCK W/ SLAB W/ 6x6 W1.4xW1.4 ¢ J CONTOR #5 WWF OR FIBERMESH > y _ w w rwo � FINISH /\//\\7 \ \/ GRADE /\/\ < //\\ #4 OR #5 VERT REINFORCING �\ I ' / UP TO 3 COURSES: 72" O.C. \//\\// 4 TO 5 COURSES: 48" O.C. \/� 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 07 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 WWF OR FIBERMESH TO BOTTOM OF WINDOW SILL CMU STEMWALL MONO LITHIC SLAB 3 %' CONCRETE SLAB W/ 6x6 WHERE NEEDED (1) #4 OR #5 CONT: W1.4 x W1.4 8" CMU CHAIR BLOCK W/ (1) #5 MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. CONTINUOUS TO EXTEND MIN 24" j INTO MONOLITHIC THICKENED EDGE - - _ - - MIN 24" LAP VARIES PER MIN. 3" EDGE DISTANCE 36" MAX ARCH PLANS 6x6 W1.4 x CONCRETE SLAB / ° a STRIP OF WWF FROM F.F.E. TO _ _ _ _ _ OR FIBER MESH \r ^�\�T \\ 7\/�� %/ \\ BOTTOM OF FTG. WWF TO ° a --- - - - -- - - - - - 1- - - - - - /\\12" MIN VAPOR BARRIER - - - w z a . r\/\/\ \ / / FOOTING TO BEAR ON FIRM D / ; - -p- u ° o ] O S ° // / / / / ` 4• UNDISTURBED SOIL EXISTING FOUNDATION FACE w/ ° -� - D " 4 " (2) ROWS OF 3/s' DIA. TAPCONS - - •I ° ° #4 OR #5 OR CUT NAILS @ 24" O.C. COVER / ° O U z 4 ° ° ° ° ° ° REINFORCING PER r \ D FLUSH w/ 3000psi CONCRETE. I v� " ° ° 4MONOLITHIC FOOTING° 4 SECTION EXISTING FOUNDATION 6" OPT. EXTENSION b D TION ~ ° ° IN BRICK LOCATIONS _ _ D U ° FOOTING TO BEAR ON FIRM ON FND PLAN UNDISTURBED SOIL F10 UNDER 1 STORY WALL W/ (2) ADDITIONAL N0.4 OR NO. 5 1#4 OR (2) #5 CONT \/ D ° 4 \ \ \ \ \ BAR IN BRICK LEDGE -- ° MIN12 4° "// I ° \ n \ 16" UNDER 2 STORY WALL W/ (3) / / / / / //. #4 OR (2) #5 CONT �� /\//\//\//\//\//\//\// /\//\//\// MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH 8 CMU WALL OVERHANGS 2.5 OR LESS /\\/\\/\\/\\/\\/\\/\\� �\ \\�\\� STEMWALLFOOTINGTOEXTENDMIN �\///\ \ 12' BELOW MONOLITHIC FOOTING "NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" NOTES: \\/\\/r\\r\\�� • ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, /' /' LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING 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 1'-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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 7- u o v VAPOR BARRIER SEE NOTES (MAX 16") U E M'\ O U ALL OTHER EXTERIOR WALL }' Cr CLADDING - MIN 8", U.N.O. ON ARCH O p / / / � APE0 S \��\//\//\//\//\//\ e-C - \ 12" M I N\/\\/\\/\\/\\/\� N c 0 N m cc 0 STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a> 0 N FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK r- FIRM UNDISTURBED � SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ cM (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 _ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ L (2) #5 OR (3) #4 CONTINUOUS J tds -6 true design studios () 1 MONOLITHIC FOOTING SECTION o CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE U) FOLLOWING OCCUR: Y N • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY <SUITE 100, JACKSONVILLE, FL 32211 Cn O FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O 'a O 4- CONCRETE SLAB w/ 6x6 W � (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH 01N70 N \\\\\ T �'\\j\\ d ° n ��\�j\\ N > ®&Ake w / VAPOR BARRIER 16" � 0 CA 3 BEARING WALL FOOTING SECTION Z W O This item has been electronically W signed and sealed by Justin M Lanier, CONCRETE SLAB W/ 6x6 PE on the date and/or time stamp W1.4 x W1.4 WWF OR shown using a digital signature. FIBERMESH O Printed copies of this document are 0'-0" A.F.F. O not considered signed and sealed a SEE ARCH I and the signature must be verified _ by a 3rd Party Certificate Authority e a 4 \, DETAILS �on any electronic copy LO \ �\ /\/�\�;� 8" MIN �^^ Z /� Q VJ �\ W 8"x8" THICKENED 8" U) Q / FTG AT 0. STEP-DOWN, EE VAPOR BARRIER (Z Z W PLAN CURB STEP SECTION m LLJ O w 4 - LU 0 �- W O8" UNDER MASONRY WALL Z 6" UNDER WOOD WALL Z Q Q CONCRETE SLAB W/ � 6x6 W1.4 x W1.4 WWF W W W OR FIBERMESH VARIES ° � In SEE ARCH -a " -- ° (MAX 16") � L� Uj r1_ VAPOR BARRIER ° // //\// / /\ LL X \ /\/\/\\/\\ \\ \\ \ 12" MIN./\/\/\/\/\� Z W 6" OPT. EXTENSION IN BRICK O F- LOCATIONS ON FND PLAN Q_ Z O a ADDITIONAL NO. 4 OR NO. 5 U U_ BAR IN BRICK LEDGE Q - 0 Abbott Park JQ 5 GARAGE EXT WALL CURB SECTION _ _ 0 CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 022-02 w FOLLOWING OCCUR: - F- • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U Z • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. PROJECT NO: W O Q CONCRETE SLAB W/ 6x6 -U 2021.009232 LL_ W1.4 x W1.4 WWF OR Z _. _ O FIBERMESH DRAWN: _ 0� 0''°_F'F' SEE ARCH V CD 0 - a - - - - Y (MAX 20" W - - U') 4 ° °I DEEP) H CHKD: MJP \ \\ \\ 4 x a 4" EXTENSION UNDER BRICK VENEER < ��`�S�(1N LANj �,� , i 12" UNDER 1 STORY WALL } �� ,J•'N C E N • F,4 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER Q `� • : •�,� `SF '•• !' Z No 85166 16" UNDER 2 STORY WALL Z Z DocuSigned by: • ;• k W/ (3) #4 OR (2) #5 CONT =c . 0 06BEARING CURB STEP SECTION W . p;, Fp1�711�EF4�(/` P'• �� C` •. OR1 G �. Z TYPICAL REINFORCING THICKENEDBARS AT FOOTING, SEE PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS I HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS p 07-29-2021 F= W U REVISIONS: _ U_ _ Q No. Description Date W � J O 0 Z Z = O U W I- x W T=2sD Q. CMUIMETAL CONNECTOR ENGINEERING¢