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1 _ _ L 1, 1 .__ — . 1 I _::1`I I' DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 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 D D f1 0 �L L CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH -� -- a (MAX 20" - DEEP) 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 I 16" VAPOR BARRIER *jBEARING WALL FOOTING SECTIO I i L — i I (-- CONTINUOUS CONCRETE FOOTING, SEE PLAN - - LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN j NO.5 BAR BEND 90 DEGREE / TOP OF FOOTING N D ° D EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL \ D \ A 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 STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO EXISTING FOUNDATION FACE w/ (2) ROWS OF 3/g' DIA. TAPCONSA- OR CUT NAILS @ 24" O.C. COVER A ° FLUSH w/ 3000psi CONCRETE. i D D I D - EXISTING FOUNDATION I\ A D \D D ID \ A • 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 WI 6x6 W1.4 x W1.4 WWF OR FIBER MESH O TOP OF SLAB w Ci'U) VAPOR BARRIER w U) X #4 OR #5 VERT REINFORCING ;\/`� // // UP TO 3 COURSES: 72" O.C. \ \ \\ _�\ \ 4 TO 5 COURSES: 48" O.C. 8" CMU CHAIR BLOCK W/ (1) #4 OR #5 CONT. ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM `r /j� #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 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 \ Cr v J (1) #4 OR #5 r- - - • --a CONT _L-� Q Q WWF OR FIBERMESH > n b w W w cwn Of FINISH 0 GRADE �� v\ \/ x, #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. �!-•\\\\\r' 4 TO 5 COURSES: 48" O.C. ;, ; ,---- ---- - FOOTING TO BEAR ON FIRM r UNDISTURBED SOIL / ADDITIONAL #4 OR / #5 IN BRICK LEDGE VERT REINFORCEMENT TO � \�� HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE NOTED ON FND PLAN CAST -IN -PLACE FOOTING SPECS i 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. CMU STEMWALL] MONO LITHIC SLAB ------- 3'/z" CONCRETE SLAB W16x6 ------ (1) #4 OR #5 CONT. ` W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24° I MINIM 24" - (1) #4 OR #5 90'' BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE \ 1_ MIN 24" LAP VARIES PER 36" MAX-- ARCH PLANS4" CONCET�. 4x WE.4 WWF SLAB / n 6x6 W1 - - ----- -- ° OR FIBER MESH \/�\\ \�\/\\�. W Z e F " -- —Q�I \�//��/ 12" MIN ° e\ -----VAPOR BARRIER (00 ° #4 OR #5 ; j //\\//� \` !; %''` FOOTING TO BEAR ON FIRM UNDISTURBED SOIL \ \�I ° REINFORCING PER \ \\\; \ 0 Z ° e ° = MONOLITHIC FOOTING 6" OPT, EXTENSION ECTION b. IN BRICK LOCATIONS X e ` a @) I a ° FOOTING TO UNDISTURBED AR ON FIRM ON FND PLAN bra\r, �7-fir" 7-1 ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT 12" UNDER 1 STORY WALL W/ (2)II ° e" MIN !12o ��i� i�i'\\/\\/�\/�\\/\\//� BAR IN BRICK LEDGE -- < "� �}\jAAiAAjAA� A��A/jVA/��A 116" UNDER 2 STORY WALL W/ (3)', /� /. �#4 OR (2) #5 CONT 1/ \\' \ \\/\� MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH /i; --- — — /\/\/\/\/\/\/\/,/--� STEMWALL FOOTING TO EXTEND MIN / 12" BELOW MONOLITHIC FOOTING //\\//. *NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1" ,� • ADDITIONAL #4 OR #5 VERTICAL TO BE r\\LOCATED WITHIN TRANSITION ZONE FTG DETAIL SPECIFIED ON THE FDN PLAN @ANY LOCATIONS THAT THE FTG 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 S-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 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH o D \ VAPOR BARRIER— SEE NOTES (MAX 16") 2 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" rn ALL OTHER EXTERIOR WALL `" t0j D p D CLADDING - MIN 8", U.N.O. ON ARCH O 7-7 D �\//\/ N CY O D\\ 0 12" MIN\/\\/\\/\\/\\/\� A PEX \\ \\\ \\/�\//i\//�\//i\//\\\ 00 O N FOOTING TO BEAR ON 6"0) FIRM UNDISTURBED OPT. EXTENSION IN BRICK 1 CU SOIL LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ C(VV (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 M BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ � (2) #5 OR (3) #4 CONTINUOUS W J t S 1 MONOLITHIC FOOTING SECTION true design studios a)CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" W • 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 S-0" HORIZONTALLWO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR N FIBERMESH W O N ° e (D 04HOHOMN, a a 10 � 16" VAPOR BARRIER Uj W 0 3 BEARING WALL FOOTING SECTION a z W CONCRETE SLAB W/ 6x6 W W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. C:) e — SEE ARCH �p a \e DETAILS \,\\ / e\ 8" MIN LO O ' ^ 8"x8" THICKENED 8" F. ^ w FTG AT STEP-DOWN, EE VAPOR BARRIER W �/MJ PLAN W CURB STEP SECTION ? Z W 4 - m WW J O 8" UNDER MASONRY WALL W W 6" UNDER WOOD WALL — Q O CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF W Q �> OR FIBERMESH-ARIESEEARCH WS W (MAX) Q _ 2 Uj W f Q \/\ VAPOR BARRIER ° a \� 12" MIN LL J X /\\ a N� r\\\'\\\/�\//%\//�\\/\\/\\\ Z Tas been electronically \//\ /\ //�/ O signetsealed by Justin M Lanier, Z PE on the date and/or time stamp O 6" OPT. EXTENSION IN BRICK shown using a digital signature. Q LOCATIONS ON FND PLAN Printed copies of this document are W O not considered signed and sealed I- 12" UNDER 1 STORY WALL w/ CL and the signature must be verified Z (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 0� by a 3rd Party Certificate Authority BAR IN BRICK LEDGE O on any electronic copy a 16" UNDER 2 STORY WALL w/ U LL (2) #5 OR (3) #4 CONTINUOUS cr Abbott Park J 5 GARAGE EXT WALL CURB SECTION Q CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O (n FOLLOWING OCCUR: Q LOT 032-03 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28"LLI • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY 0 Q FROM STRUCTURE STEEPER THAN V-0" VERTICALLY Z Z PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. — 0 >_ U) CONCRETE SLAB W/ 6x6 (-9 PROJECT NO: W W1.4 x W1.4 WWF OR 0 FIBERMESH j2021.009227 U-0" A.F_.F. SEE ARCH Z -------- --- -- - - O 2O" = DRAWN: a-e— --,1 4 (MAX CD 4 a ° DEEP) V p \ a — a ° W a _ — 4 — — CHKD: w MJP w iX�%%�\ \- /i, / 4" EXTENSION Q Q UNDER BRICK VENEER X ,``ttttlttt��, � 12" UNDER 1 STORY WALL `��S�1N•!;ANf. f� U)w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m `� ,•'�G E NS�`'R ,ii' Z 16" UNDER 2 STORY WALL 0• • NO 85166 w/ (3) #4 OR (2) #5 CONT W = * ; cyS Z = Doign•d by: ` 6 BEARING CURB STEP SECTION ' •" " ` — O O •• 1411 tDIU435.:•(L�` 1 LU TYPICAL REINFORC BARS AT THICKENE FOOTING, SEE PLAN MIN 24" LONG #4 O BAR SET AT MID -DE OF SLAB, TYP ALL RE-ENTRANT CORN --.------ HOUSE SLAB! RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS ING <L '- '37/O1 i A► %%,,` D � QQ O_ 07-29-2021 Q R #5 1= W PTH U REVISIONS: ERs Q No. Description Date LU U) -- a i -- — ~ Z Z U o W F_ X W ST 2D 0- CMUIMETAL CONNECTOR ENGINEERING¢