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In CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH ° ° 4 n /, VAPOR BARRIER 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. SEE ARCH ��- b.- -- - - - -- (MAX 20" DEEP) 4" EXT�E��NSSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL BEARING CURB STEP SECTION 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. Y v) w o' CO J w � O VAPOR BARRIER / i UJ o #4 OR #5 VERT REINFORCING //\\//��/ ` UP TO 3 COURSES: 72" O.C. 4 TO 5 COURSES: 48" O.C.\\//� / /\/ j �/ - \j/ FOOTING TO BEAR ON FIRM //� / ADDITIONAL #4 OR#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. (BEYOND) FLOATING CONCRETE - - w_ SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH > #4 OR #5 VERT REINFORCING - - -- / UP TO 3 COURSES: 72" O.C. j 4 TO 5 COURSES: 48" O.C. - - I 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 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/ J (1)#4OR#5 Q CONT LU w w � FINISH _ O GRADE (1) #4 OR #5 CONT. 36" MAX "VARIES PER ARCH PLANS 12" MIN MINIMUM 24" a CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH (1) #4 OR #5 90" BEND @ 48" O.C. VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w/ ADDITIONAL NO.4 OR NO. 5 (2) #5 OR (2) #4 CONTINUOUS BAR IN BRICK LEDGE - - - - 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "I" 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 X-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 W16x6 W1.4 x W1 4 WWF OR FIBERMESH //; VAPOR BARRIER / FOOTING TO BEAR ON 6" OPT. EXTENSION IN BRICK FIRM UNDISTURBED LOCATIONS ON FND PLAN SOIL 12" UNDER 1 STORY WALL w/ (2) #5 OR (2) #4 CONTINUOUS 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS J 1 MONOLITHIC FOOTING SECTION - CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN V-0" VERTICALLY PER T-0" HORIZONTALLWO PREVENT EROSION OF SOIL. CONCRETE SLAB w/ 6x6 (2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR FIBERMESH - - - - - - - 4 :X / VAPOR BARRIER 16" ADDITIONAL NO. 4 OR NO. 5 BAR IN BRICK LEDGE 3 BEARING WALL FOOTING SECTION CONCRETE SLAB W/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH 0'-0" A.F.F. 0 8"x8" THICKENED 8" I FTG AT STEP-DOWN, SEE PLAN �4 - SEE ARCH _ DETAILS 8" MIN VAPOR BARRIER CURB STEP SECTION 8" UNDER MASONRY WALL f- - -i CONCRETE SLAB W/ 6" UNDER WOOD WALL - 6x6 W1.4 x W1.4 WWF OR FIBERMESH r ° VARIES t SEE ARCH I— - -- n-•- —-----r-•----- -- --'—�a (MAX 16") � 12" MIN % \,/ VAPOR BARRIER 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN 12" UNDER 1 STORY WALL w! 1 (2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO. 4 OR NO. 5 -- BAR IN BRICK LEDGE 16" UNDER 2 STORY WALL w/ (2) #5 OR (3) #4 CONTINUOUS 1 � '\,-GARAGE EXT WALL CURB SECTION__- /i CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE FOLLOWING OCCUR: • OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY PER S-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" e DEEP) °-r----- -- 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL w/ (2) #4 OR (2) #5 CONT _ VAPOR BARRIER 16" UNDER 2 STORY WALL W/ (3) 44 OR (2) #5 CONT J i BEARING CURB STEP SECTION �I TYPICAL REINFORCING BARS AT THICKENED FOOTING, SEE PLAN i l li I MIN 24" LUNG #4 OR #5 BAR SET AT MID -DEPTH OF SLAB, TYP ALL RE-ENTRANT CORNERS HOUSE SLAB RE-ENTRANT CORNER DETAIL (RECOMMENDED) PLAN VIEW, DETAIL TYPICAL @ ALL RE-ENTRANT CORNERS U 0 rn N L0 Q r` O ° APEX w m W y W z (D d t S W Q true design studios Q 0 -1 9000 REGENCY SQUARE BLVD. N W SUITE 100, JACKSONVILLE, FL 32211 z co 0 904.821.5200 p Q cn 0 � 11HOMON' (1) U 0 # N �• 0 J LL U z O O z 2 U W X W � ♦♦ ^^ Q VJ O M W � W m p Z W W cl) 0 U) a - O W Q 0 2 z m > o 0 J W a M W NW a I— 0L p U LL W LL Q ti x O 0 Z W = U z Z I-- Abbott Park X CL a LOT 002-02-A w Q J Q U W PROJECT NO: i- 2020.001719 z DRAWN: S LC L�LI p CHKD. EAF LL O LA V) ♦�.� J IN• w LAN�� ENs ••9 CU 51 6 •• 0 Z • . ST E OF � ,0�• U) 02-26-2020 O Z_ REVISIONS: No. Description Date p W W J - -- --- V U) ST z =2 ■ D O p CMU/METAL CONNECTOR ENGINEERING