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DocuSign Envelope ID: 4999B7AA-F962-4606-810A-CEF053D4DE76 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 D o FLUSH w/ 3000psi CONCRETE. f P - EXISTING FOUNDATION. p D D D \\ p • i D 8" CMU WALL OVERHANGS LESS THAN 1" GROUT BOTTOM 3 COURSES OF EXISTING CMU WALL FOR LENGTH OF OVERHANG. FILL TO BOTTOM OF WINDOWSILL 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/fi' DIA. TAPCONS D OR CUT NAILS @ 24" O.C. COVER D o FLUSH w/ 3000psi CONCRETE. I i EXISTING FOUNDATION r I p I D D l � � o • •. 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" __..T DEEP) 44 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 - // VAPOR BARRIER 3 BEARING WALL FOOTING SECTION LAP #5 CONTINUOUS BAR AS NEEDED, MIN 12" LAP AS SHOWN NO.5 BAR BEND 90 DEGREE VVIV IIIVVV VV VVIYVI�I-IL FOOTING, SEE PLAN TYPICAL STEP IN FOOTING DETAIL 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 CONCRETE SLAB W/ `"LO d \\ \\ \\ \\ \\ \\ CLADDING - MIN 8", U.N.O. ON ARCH LO �� 6x6 W1.4 x W1.4 WWFCY OR FIBER MESH \\ \ ° //\/�/��%/\��T..'. O O 8" CMU CHAIR \\�\/\/\/\/\/\/\ APEX BLOCK W/ TOP OF SLAB(1) #4 OR #5 CONT. VAPOR BARRIER �// e \ 12" MIN\\/\\/\\/\\/\\/\� Z C -0/ a U)i Cn FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK U) _ w W Ov FIRM UNDISTURBED LOCATIONS ON FND PLAN VAPOR BARRIER /��\/ woLO Z SOIL 00 12" UNDER 1 STORY WALL w/ O #4 OR #5 VERT REINFORCING % \\ \\ \ (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 W UP TO 3 COURSES: 72" O.C. \// \/ / / BAR IN BRICK LEDGE Z 4 TO 5 COURSES: 48" O.C. :�/\\// //\\/ j\// 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS Z �jW ds o•D 1.. jj j 1 MONOLITHIC FOOTING SECTION Q trove design studios CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE ADDITIONAL #4 OR FOLLOWING OCCUR: FOOTING TO BEAR ON FIRM \/ . //A j #5 IN BRICK LEDGE • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" 0 UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY -1 9000 REGENCY SQUARE BLVD. a) FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE FL 32211 4" OPT BRICK LEDGE Z VERTICAL REINFORCEMENT NOTED ON FND PLAN PER T-0" HORIZONTALLITO PREVENT EROSION OF SOIL. 0 904.821.5200 O TO HAVE 6" BEND AT BOTTOM CONCRETE SLAB w/ 6x6 CAST -IN -PLACE FOOTING SPECS (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT FIBERMESH 0 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT ° _ ° a 1HOMON ® Cn 0 0 ,1 2 STEMWALL SECTION \,\\,�\/�\r\\//\\j/\° ° ° ° ° / jj\\ \,\\,�\ N (J t 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK \ /\ ° ° / /\ Qp FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4\\ / R 1 COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS // / VAPOR BARRIER 0 MAY BE OBTAINED FROM THE ENGINEER OF RECORD. 16" J 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY u- ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. Q 3 BEARING WALL FOOTING SECTION z CONCRETE SLAB W/ 6x6 0 W1.4 x W1.4 WWF OR 0 FIBERMESH This item has been electronically 0'-0" A.F.F. = signed and sealed by Justin M Lanier, - _ _ SEE ARCH PE on the date and/or time stamp e ° \ DETAILS W shown using a digital signature. Y-0" A.F.F. _ �j Y 4 ° Printed copies of this document are (BEYOND) T \'x�/j� ° \ - - a Q not considered signed and sealed FLOATING CONCRETE w - U-BLOCK W/ \ \ /\��; 8" MIN X nd the signature must be verified (Y = f!J 1 #4 OR #5 ° /� Uj �y a 3rd Party Certificate Authority SLAB W/ 6x6 W1.4xW1.4 U () \ ° a n any electronic copy WWF OR FIBERMESH > Q H 0) CONT \ �. /, Q ` w W U) Uj 8"x8" THICKENED FINISH 8" LV - - - • - FTG AT • f VAPOR BARRIER m � • � • O GRADE STEP-DOWN, SEE u� \ PLAN } SECTION o Z W /\ 4 W O #4 OR #5 VERT REINFORCING UP TO 3 COURSES: 72" O.C. \ - ° \/\\/\\/ 0 4 TO 5 COURSES: 48" O.C. \ \ o `o -- 8" UNDER MASONRY WALL 6" UNDER WOOD WALL 2 O 6x6 W1.4ExTWS4 WWF _ --- z ° �' Lu o OR FIBERMESH VARIES SEE ARCH (A FOOTING TO BEAR ON FIRM ° - -- ° (MAX 16") _j W UNDISTURBED SOIL ADDITIONAL #4 OR _ - a - .�. - _.._ 0 W #5 IN BRICK LEDGE ° Q VERT REINFORCEMENT TO\� /F- 4" OPT BRICK LEDGE ` `` \\\\/\\/\\/\I - HAVE 6" BEND @ BOTTOM //\ 4 // ,12" MIN/\/\/\/\/\/ 0 NOTED ON FND PLAN /\ ° CAST -IN -PLACE FOOTING SPECS VAPOR BARRIER \// ° 4 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT 2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT X 6" OPT. EXTENSION IN BRICK } LOCATIONS ON FND PLAN Ur STEMWALL CURB SECTION 12" UNDER 1 STORY WALL w/ 1 7 0 - (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO.4 OR NO.5 0 0 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK BAR IN BRICK LEDGE Z 0 FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 H COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 16" UNDER 2 STORY WALL w/ _ MAY BE OBTAINED FROM THE ENGINEER OF RECORD. (2) #5 OR (3) #4 CONTINUOUS W Z Abbott Park 2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY I- a ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. GARAGE EXT WALL CURB SECTION X W CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE W - FOLLOWING OCCUR: Q LOT 002-04-1 C W J CMU STEMWALL MONO LITHIC 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 CONTINUOUS TO EXTEND MIN 24" MINIM�2/--(1) #4 OR #5 90° BEND @ 48" O.C. INTO MONOLITHIC THICKENED EDGE MIN 24" LAP VARIES PER- 36" MAX \ \ \\ \ \ r ARCH PLANS 4" CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF - - OR FIBER MESH \\ /\/\/� \\ W Z - - - - - - 12" MIN �` 4 4 '\ VAPOR BARRIER FOOTw O � a " °, ° ° #4 OR #5 ////� \ //\\/� / °' • / UNDISTURBED SOILNG TO BEAR ON FIRM =O ° ° " ° " REINFORCING PER \\\' U Z¢ ° ° MONOLITHIC FOOTING v� I ° , " ° a ° ` ; ° SECTION 6" OPT. EXTENSION b " ° IN BRICK LOCATIONS - - FOOTING TO BEAR ON FIRM ON FND PLAN "° 4 ° a° a . " UNDISTURBED SOIL 12" UNDER 1 STORY WALL W/ (2) - - - - - ° a° #4 OR 2 #5 CONT \ ADDITIONAL N0.4 OR NO. 5 ( ) 4MIN112" //\//\//\//\//\//\//\ BAR IN BRICK LEDGE - ° " #4 UNDER 2 OR (2) #5 CON"OSTORY WALL W/ (3) L 7\\\\\\\\\\r n MONOLOTHIC FOOTING SECTION - 36 MAX DEPTH 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 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 IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE REINFORCEMENT IN LAST REINFORCEMENT STEMWALL CELL STEEPER THAN 1'-0" VERTICALLY PER 3'-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 • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28 • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH (MAX 20" ° 4 ° ° 41 - DEEP) d 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL / 2 44 OR 2 #5 CONT VAPOR BARRIER w ( ) 16" UNDER 2 STORY WALL w/ (3) #4 OR (2) #5 CONT 6 BEARING CURB STEP SECTION � 1 i TYPICAL REINFORCING BARS AT FOOTING, 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 U PROJECT NO: 2021.014969 z - VI DRAWN: CD - W CHKD: LL MJP 0 0 O LO LqN��.J :�� .•��C E N SF•:4 . Q • (n NBou%ign�d by: *' (n - p •• x§ �,TATE OF % O�.• 3F4671 DA�D'F,r,Z►.. ,, �••.< o R,a �. (A 12-29-2021 Z REVISIONS: Q No. Description Date W U) - - W W Q ST z =2 ■ O 0 CMUIMETAL CONNECTOR ENGINEERING