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DocuSign Envelope ID: CA5AOA48-8C44-45D1-8729-7E26850OF5B9 CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH SEE NOTES (MAX 16") U EXISTING EXTERIOR CMU MIN. 3" EDC 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. COVE[ FLUSH w/ 3000psi CONCRETE. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0"A.F.F. SEE ARCH (MAX 20 \ \ \ 4 ° q ° I_ - DEEP) 4 a d 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL 16" UNDER 2 STORY WALL VAPOR BARRIER 6 BEARING CURB STEP SECTION CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH a 4 ° u X a 4 a \ VAPOR BARRIER 3 BEARING WALL FOOTING SECTION L CONTINUOUS CONCRETE p FOOTING, SEE PLAN - � D N LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE TOP OF FOOTING EXISTING FOUNDATION. TYPICAL STEP IN FOOTING DETAIL 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 3/6" DIA. TAPCONS / OR CUT NAILS @ 24" O.C. COVER FLUSH w/ 3000psi CONCRETE. f D f D I IDS -\ • -ING FOUNDATION 8" CMU WALL OVERHANGS 2.511 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 FIBER MESH --- 8" CMU CHAIR TOP OF SLAB h BLOCK W/ (1) #4 OR #5 CONT. /\\\X,\\\\� _ Q ¢ O VAPOR BARRIER �� o LO #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\�/�,Z/ ADDITIONAL #4 OR FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGE UNDISTURBED SOIL 4" OPT BRICK LEDGE NOTED ON FND PLAN TO HAVE 6" BEND AT BOTTOM 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 PCOU: J CONTOR #5 WWF OR FIBERMESH > • 1 ¢ w ..w w FINISH o GRADE \\ I \/\\/\/ #4 OR #5 VERT REINFORCING 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. CMU STEMWALL MONO CITRIC SLAB -_ . -� 3'Y2' CONCRETE SLAB W/ 6x6 (1) #4 OR #5 CONT. W1.4 x W1.4 WWF OR FIBERMESH 8" CMU CHAIR BLOCK W/ (1) #5 MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP VARIES PER 36" MAX ARCH PLANS ? 4" CONCRETE SLAB W/ a 4 ° \\ \\ \\/\\ \ 6x6 W1.4 x W1.4 WWF OR FIBER MESH�� \\ .. wz ----------°-°-°----- -- - //\\ 12" MI ` VAPOR BARRIER • ° • ° d #4 OR #5 i\/\/\ \ �\ � / FOOTING TO BEAR ON FIRM //\\//\\//� //�// 4' / UNDISTURBED SOIL y O rn ° „ REINFORCING PER °_ , \ U v ° ° ° MONOLITHIC FOOTING ° 4 ` SECTION 6" OPT. EXTENSION b ^a ° < ° , < ° ° IN BRICK LOCATIONS @� ° ° • ° FOOTING TO BEAR ON FIRM ° °° UNDISTURBED SOIL ON FND PLAN 12" UNDER 1 STORY WALL W/ (2) • _ • ADDITIONAL N0.4 OR NO. 5 #4 OR (2) #5 CONT ° I d° MIN 1 12" //\\//\\//\\//\\//\\//\\/ BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) /I /�\ #4 OR (2) #5 CONT " \ \\/STEMWALL MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH FOOTING TO EXTEND MIN FOOTING "1" 12" BELOW MONOLITHIC `NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE .ADDITIONAL #4 OR #5 VERTICAL TO BE FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG LOCATED WITHIN TRANSITION ZONE DEPTH EXCEEDS 28". LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING REINFORCEMENT IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE REINFORCEMENT IN LAST STEEPER THAN 1'-0" VERTICALLY PER T-O" HORIZONTALLY, CONTRACTOR HAS STEMWALL CELL 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 \/\7�/\\\//\\/\\\/\\\/// \ D VAPOR BARRIER \ O O 0%1\\ U ALL OTHER EXTERIOR WALL p 7 CLADDING - MIN 8", U.N.O. ON ARCH N p � APES 0 12" M IN/ U 00 Qt C N FOOTING TO BEAR ON / FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK SOIL LOCATIONS ON FND PLAN N 12" UNDER 1 STORY WALL w/ C'') (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 J , BAR IN BRICK LEDGE LL 4- 16" UNDER 2 STORY WALL w/ L j (2) #5 OR (3) #4 CONTINUOUS -Jtds -p J true design studios N (PFO LITHC FOOTING SECTION zONOONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THELLOWING OCCUR: • 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 vi FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER X-0" HORIZONTALLYfO PREVENT EROSION OF SOIL. O CONCRETE SLAB w/ 6x6 O (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W _ FIBERMESH f- /7 _._' DIHOMON' -v C d \� \/\T \ \ /\ ° a ° ° a d\\ /\\i\\ + f A�w LU VAPOR BARRIER Q 16" 0 a U) 3 BEARING WALL FOOTING SECTION Z w O w CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR This item has been electronically FIBERMESH 0 signed and sealed by Tustin M Lanier, 0'-0" A.F.F. p PE on the date and/or time stamp shown using a digital signature. _ SEE ARCH I Printed copies of this document are DETAILS r of considered signed and sealed >=:by nd the signature must be verified 4 a 3rd Party Certificate Authority 8" MIN O <n any electronic copy U) W 8"x8" THICKENED 8" W LL FTG AT W STEP-DOWN, SEE VAPOR BARRIER Z PLAN U) J Z W 4 .CURB STEP SECTION m Uj O Cn of W Q W O8" UNDER MASONRY WALL Z 6" UNDER WOOD WALL 0 Q Q CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF W Uj _ _ _ W OR FIBERMESH VARIES ° SEE ARCH e _- .. q a (MAX 16") - W W - - - ° //\//\//\/ LL LL 12" MIN % Z \ \ / 0 Z VAPOR BARRIER //� a q //�/\/ O F- LLJ 6" OPT. EXTENSION IN BRICK 0 (- LOCATIONS ON FND PLAN aNN Z_ 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 U LI- BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ W (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q 5 GARAGE EXT WALL CURB SECTION Ll U) CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 036-02 0 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 1'4' VERTICALLY 0 PER T-O" HORIZONTALLWO PREVENT EROSION OF SOIL. (n O PROJECT NO: WW CONCRETE SLAB W/ 6x6 J 2021.011208 W1.4 x W1.4 WWF OR O W FIBERMESH Z DRAWN: O 0'-0" A.F.F. SEE ARCH 1:KME o -Q ----- (MAX 20" W ----- LO a , ° - - DEEP) CHKD: •; • d j 4IL / 4" EXTENSION x�tttlllrrr (n UNDER BRICK VENEER < ��`�t�JN 1111111 U) 12" UNDER 1 STORY WALL } ,�J�• N/�R,'�i 0 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m �� •.• �,� `SF '.• ii Z 0 No 85166 16" UNDER 2 STORY WALL Z * ; DocuSigned by: ; W/ (3) #4 OR (2) #5 CONT ; O i ID�F435w 4/1 6 BEARING CURB STEP SECTION w •. .. Z oNA`Ec��`� i I � TYPICAL REINFORCING FARS AT OOTING, S EKENED PLAN MIN 24" LONG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS L- .__ - - - - - - - - . HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS STUCCO OR DIRECTLY ADHERED oM STONE CLADDING FINISH - MIN 6" 0 N U) ,1��ri/IIIli1�% , 0 09/16/2021 0 W U REVISIONS: LU LL - - -- No. Description Date W U) J Q 0 - - LO O ~O z Z = O U 0 w H x W ST=2 ■ CMUIMETAL CONNECTOR ENGINEERING¢