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1 TR11RUt4'Rq�41TR JocuSlgn Envelope ID: 82C92949-7F25 4CCA-966E-E7FE1C6E6CB1 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/s' DIA. TAPCONS OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. - �� o D � f D o ° EXISTING FOUNDATION. I p n I � D \ • D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES i OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL . �t WHERE NEEDED MIN. 3" EDGE DISTANCE I STRIP OF WWF FROM F.F.E. TO BOTTOM OF FTG. WWF TO o EXISTING FOUNDATION FACE w/ I • p o - p o - - o- (2) ROWS OF 3/s' DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. I D EXISTING FOUNDATION I, I I \ n 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" e i - -- DEEP) d ° e a e T Q" 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL 6 BEARING CURB STEP SECTION 16" CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH VAPOR BARRIER 3 BEARING WALL FOOTING SECTION ' AM �� ^^"'T'"" '^US BAR AS _AP AS SHOWN FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL MU LITHIC ) DEGREE 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. W \\ \ \ \ Of- o \/\ W ~ LO VAPOR BARRIER �i � o � #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. L o\\j \\/\ ADDITIONAL #4 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 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. 1-6 (BEYOND) FLOATING CONCRETE _w U-BLOCK W/ SLAB W/ 6x6 W1.4xW1A U (n (1) #4 OR #5 WWF OR FIBERMESH > , I Q LUQ Cn CONT w cn D FINISH .e o.. O GRADE Lo #4 OR #5 VERT REINFORCING I //\\ UP TO 3 COURSES: 72" 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL ADDITIONAL #4 OR #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 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. (1) #4 OR #5 CONT. 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP 36" MAX VARIES PER ARCH PLANS 4" CONCRETE SLAB W/ _ - ,� -°_ < 6x6 W1.4 x W1.4 WWF OR FIBER MESH - \\/\\ \\ v� - _ ----- --- - --a-I' -----�.--�-e\% 12" MIN U) .I ° ea '. ° a ° #4 OR #5\�//\/� 0 - OU , , ° REINFORCING PER ¢ e ° ° MONOLITHIC FOOTING SECTION 6" OPT. EXTENSION F- 1 ° < e ° 41 ° e IN BRICK LOCATIONS e LA FOOTING TO BEAR ON FIRM ON FND PLAN ° e° UNDISTURBED SOIL MIN112" \ \ \ \ \ //�//\//�//�//\//\//\ ADDITIONAL NO.4 OR NO. 5 BAR IN BRICK LEDGE < • e 1 d° IN A\ ±_ - __& - - - � //�//\//\�/\�/\�/\//\// //\//\//\\�/' ' • STEMWALL FOOTING TO EXTEND MIN 12" BELOW MONOLITHIC FOOTING • ADDITIONAL #4 OR #5 VERTICAL TO BE LOCATED WITHIN TRANSITION ZONE LOCATE AND TIE INTO STEMWALL FOOTING REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL b 3 %2' CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM �2_(1) #4 OR #5 90" BEND @ 48" O.C. ----a -°a / VAPOR BARRIER e '\ FOOTING TO BEAR ON FIRM UNDISTURBED SOIL #4 OR (2) #5 CONT 16" UNDER 2 STORY WALL W/ #4 OR (2) #5 CONT 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 1'-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 CONCRETE SLAB W/ 6x6 SEE NOTES (MAX 16") U W1.4 x W1.4 WWF OR o FIBERMESH STUCCO OR DIRECTLY ADHERED cli STONE CLADDING FINISH - MIN 6" a, ALL OTHER EXTERIOR WALL `li 0 CLADDING - MIN 8", U.N.O. ON ARCH a cr VAPOR BARRIER /\\//\\ ° o \\ \//�\///\\//\\//\\//\\/\\/� O XON /%/%/%/%/% APEX 00 00 FOOTING TO BEAR ON �\ / � Q, 6"OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL I 12" UNDER 1 STORY WALL W/04 N (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 c BAR IN BRICK LEDGE J 16" UNDER 2 STORY WALL w/ LL. 1✓ (2) #5 OR (3) #4 CONTINUOUS s W J tds �i 1 MONOLITHIC FOOTING SECTION j true assign studios °' CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Z FOLLOWING OCCUR: O • 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 1'-0" VERTICALLY Q SUITE 100, JACKSONVILLE, FL 32211 PER T-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR r fury FIBERMESH W U. 041HOMON, co m 16" / VAPOR BARRIER WZ Q 3 BEARING WALL FOOTING SECTION z W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR W FIBERMESH 0f This item has been electronically 0'-0" A.F.F. � signed and sealed by Justin M Lanier, ° SEE ARCH O PE on the date and/or time stamp O shown using a digital signature. ° e DETAILS g g d \° i Printed copies of this document are not considered signed and sealed Zand the signature must be verified 8" MIN LO by a 3rd Party Certificate Authority 1 °° O Oon any electronic copy 8 x8 THICKENED 8" ZFTG AT LLJ STEP-DOWN, EE VAPOR BARRIER W illIll. m-/ PLAN Wz LL L.L CURB STEP SECTION U) z W 4 m O w J - VAPOR BARRIER W W � 2 8" UNDER MASONRY WALL W Z 6" UNDER WOOD WALL 0 \ Q Q ES� W W W SEE ARCH (MAX 16") Q e e 0 W W / /\/ / / �/ /�\/��//\\//\\//\\/\\/� � x a / 12" MI\/\/ _ LL LL Z O 6" OPT. EXTENSION IN BRICK < LOCATIONS ON FND PLAN O 1-- a- z ADDITIONAL NO.4 OR NO. 5 IY BAR IN BRICK LEDGE 0 W Q LL Ix Abbott Park Q 5 GARAGE EXT WALL CURB SECTION O U CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE J (n FOLLOWING OCCUR: U- LOT 008-04-1 B 0 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" W • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY z Z PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. - 0 } W CONCRETE SLAB W/ 6x6 PROJECT NO: W W1.4 x W1.4 WWF OR 0 0 FIBERMESH O 2021.012599 W 0'-0" A.F.F. SEE ARCH Z 0 DRAWN: (MAX 20" = Ci D 8 ° 4 a DEEP) U O x MJP w e EXTENSION 0- Q UNDER BRICK VENEER x U 12" UNDER 1 STORY WALL �.�CIN LgN�(n W/ (2) #4 OR (2) #5 CONT VAPOR BARRIER } �� ,J?. C E N •. F9 �ii 0 16" UNDER 2 STORY WALL Q w/ (3) #4 OR (2) #5 CONT W No 85166 z ` * • DocuSigned by: •� * o Q • _ W 6 BEARING CURB STEP SECTION p ,0;•,DF435 .••� Q �� '•• O R 1�.•'��.` Z 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 --___ IIL -- --- - - - - - - - HOUSE SLAB z % _'e*'SS;O E 3: N A' 0 Q O_ 11-01-2021 p W U_ REVISIONS: w U- Q No. Description Date _ W (A Q C� (A 1 O 0 z RE-ENTRANT CORNER DETAIL U o (RECOMMENDED) W PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS x f;T.2 r W Q CMU/METAL CONNECTOR ENGINEERING