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DocuSign Envelope ID: 782EE58A-B8B4-4AE1-All E3-BC7546D7A11F 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/fi' DIA. TAPCONS { OR CUT NAILS @ 24" O.C. COVER / D FLUSH w/ 3000psi CONCRETE. EXISTING FOUNDATION. D ° °I D D \ ° I 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 n 4 DEEP) 4 0 4 / a d 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 a 4 d 16" VAPOR BARRIER 3 BEARING WALL FOOTING SECTION I Ark Ur- ''llA1T1A111OUS` BAR AS AP AS SHOWN L/VIY I IIYVV VV VV19 VI�LI � FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL, ) DEGREE GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOW SILL IL CMU STEMWALL MONO LITHIC SLAB WHERE NEEDED 8" CMU CHAIR BLOCK W/ (1) #5 CONTINUOUS TO EXTEND MIN 24" INTO MONOLITHIC THICKENED EDGE MIN 24" LAP MIN. 3" EDGE DISTANCE - 4" CONCRETE SLAB W/ WIA STRIP OF WWF FROM F.F.E. TO ° 6x6 FIBER x ES WWF ° _ _ � — — a OR FIBER MESH BOTTOM OF FTG. WWF TO - ° EXISTING FOUNDATION FACE w/ ° p ° ; -D— — -p p o p — ° D � zo (2) ROWS OF 3/16" DIA. TAPCONS #4 OR #5 OR CUT NAILS @ 24" O.G. COVER / ° O z 4 REINFORCING PER D U 4 MONOLITHIC FOOTING FLUSH w/ 3000psi CONCRETE. i v< ° 4 ° 4-SECTION D D EXISTING FOUNDATION ° ° ° ' ° ° °° FOOTING BEAR ON FIRM UNDISTURBED SOIL °7N D 4 °° I MIN I12" / 8" CMU WALL OVERHANGS 2.5" OR LESS //\\//\\//\\//\\///\\//\\//\\// //\//\//\\// //\/�\ \ / STEMWALL FOOTING TO EXTEND MIN \/\/\/\/\/\//\ �• i\�\�� 12" BELOW MONOLITHIC FOOTING NOTES: ADDITIONAL #4 OR #5 VERTICAL TO BE • IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMENT, LOCATED WITHIN TRANSITION ZONE REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CELL LOCATE VERTICAL AND TIE INTO STEMWALL FOOTING AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED INTO REINFORCEMENT IN LAST REINFORCEMENT EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM. STEMWALL CELL • IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTANCE, CONTACT EOR. CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL 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. rn Q Q O VAPOR BARRIER -- �W o #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.//\/ \\�� - 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. U-0" A.F.F. tilk (BEYOND) FLOATING CONCRETE w_ SLAB W/ 6x6 W1.4xW1.4 cr_ WWF OR FIBERMESH > "j #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL - ADDITIONAL OR #5 IN BRICK LEDGE E 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. U-BLOCK W/ Ucn (1)#4OR#5 Q CONT wW w Cn � FINISH 0 GRADE (1) #4 OR #5 CONT. 36" MAX VARIES PER ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 3 W CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C. '\ VAPOR BARRIER FOOTING TO BEAR ON FIRM a' / UNDISTURBED SOIL b 12" UNDER 9 STORY WALL W/ (2) ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL W/ (3) 1#4 OR (2) #5 CONT 1 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 V-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 W1.4 x W1.4 WWF OR FIBERMESH — °— —� — _.-. _ — _ — /�\ VAPOR BARRIER 0 ON E O U ALL OTHER EXTERIOR WALL O cr CLADDING - MIN 8", U.N.O. ON ARCH C:) N p /X/ APES0 12" M I N X/\/04 /\\/ / U //\\/\\\/\\\/�\\ 0 0 00 O FOOTING TO BEAR ON N/ 1 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED �- SOIL LOCATIONS ON FND PLAN N 04 12" UNDER 1 STORY WALL w/ M (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO. 5 C1 BAR IN BRICK LEDGE U_ 16" UNDER 2 STORY WALL w/ L j (2) #5 OR (3) #4 CONTINUOUS J tds J-6 true design studios (1) 1 MONOLITHIC FOOTING SECTION z CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD. a) • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY < SUITE 100, JACKSONVILLE, FL 32211 C3 FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0 PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL, O O 4- CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W_ FIBERMESH 01HOMON' n n 4 o 4 4 / 16" VAPOR BARRIER Q 1W W 3 BEARING WALL FOOTING SECTION Z w (D w CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR O This item has been electronically FIBERMESH O signed and sealed by Justin M Lanier, 0'-0" A.F.F. O PE on the date and/or time stamp e shown using a digital signature. 4 - SEE ARCH � Printed copies of this document are 4 a DETAILS r' iot considered signed and sealed \� \ 4 \ \ 4 a � nd the signature must be verified 1 o — — — 4 — by a 3rd Party Certificate Authority 8" MIN Z �n any electronic copy . w a V, \� W 8"x8" THICKENED 8" (D FTG AT U) STEP-DOWN, SEE VAPOR BARRIER w PLAN U J Z W C4) -CURB STEP SECTION W W O W Q W Q O 8" UNDER MASONRY WALL Z 6" UNDER WOOD WALL z Q Q CONCRETE SLAB W/ � - -_ 6x6 W1.4 x W1.4 WWF ` OR FIBERMESH VARIES = ° 0 SEE ARCH Q (MAX 16") W W � � a 4 OIN* e— a —I X \ LL LL 4 a // 12"M\//\, Z• \\ Z VAPOR BARRIER �/j a 4 �/° \ /�//�//�//i// O Lij 6" OPT. EXTENSION IN BRICK O 1— LOCATIONS ON FND PLAN a Z 12" UNDER 1 STORY WALL w! (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 O a - 7 BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ Q w (2) #5 OR (3) #4 CONTINUOUS Abbott Park Q SEE NOTES (MAX 16") U 0 STUCCO OR DIRECTLY ADHERED STONE CLADDING FINISH - MIN 6" a, (V O U 5 GARAGE EXT WALL CURB SECTION J W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE LL 029-03 W FOLLOWING OCCUR: *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" HORIZONTALLWO PREVENT EROSION OF SOIL. (n PROJECT NO: W CONCRETE SLAB W/ 6x6 O 2021.009225 LL W1.4 x W1.4 WWF OR O FIBERMESH Z DRAWN: 0 LL 0'-0" A.F.F. SEE ARCH U JAR o — -- — — — (MAX 20" 4 4 41 --- -- DEEP) CHKD: //\/ a .4a --- 4"a J a •e 4" EXTENSION X U UNDER BRICK VENEER %NA 12" UNDER 1 STORY WALL �' ��J�'• •• &i�'9 w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m :�� •: •��C E N `S�`••.• ��i� Z W No 85166 • 16" UNDER 2 STORY WALL * :• DocuSigned by:•� w/ (3) #4 OR (2) #5 CONT ;�-.c:�.... 0 6 BEARING CURB STEP SECTION AlST 1D9fDE1=4' U) �� FS; • 0 R O, G� �.� Z .• TYPICAL REINFORCING Z) BARS AT THICKENED O 07-28-2021 p FOOTING, SEE PLAN W MIN 24" LONG #4 OR #5 r} v REVISIONS: W BAR SET AT MID -DEPTH _ _ Q OF SLAB, TYP ALL W I-- I No. Description Date RE-ENTRANT CORNERS ---- J -- - U) Q �1------------- (D (n HOUSE SLAB JO Z Z — O RE-ENTRANT CORNER DETAIL W w (RECOMMENDED) I — PLAN VIEW, DETAIL TYPICAL @ ALL W ST=2mD RE-ENTRANT CORNERS CMUIMETAL CONNECTOR ENGINEERING¢