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)ocuSign Envelope ID: 8B4F13B6-EB1A-4869-9598-6883060B682C — CONCRETE SLAB w/ 6x6 W1.4 x W1.4 WWF OR FIBERMESH -`j c16" VAPOR BARRIER I (:�L4 BEARING WALL FOOTING SECTION CONCRETE SLAB W/6x6- W1.4 x W1.4 WWF OR FIBERMESH 0' 0" A.F.F. SEE ARCH " —t- DEEP) 0,: i i 4" EXTENSION UNDER BRICK VENEER 12" UNDER 1 STORY WALL VAPOR BARRIER 16" UNDER 2 STORY WALL ly. I BEARING CURB STEP -SECTION CONCRETE SLAB W/ —, 6x6 W1.4 x W1.4 WWF OR FIBER MESH TOP OF SLAB +� i i UJ T U;U (L J VAPOR BARRIER - ' uJ //J�} = #4 OR #5 VERT REINFORCING \/' UP TO 3 COURSES: 72" U.C. 4 TO 5 COURSES: 48" O.C. \�\N FOOTING TO BEAR ON FIRM UNDISTURBED SOIL VERTICAL REINFORCEMENT - 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 8" CMU CHAIR BLOCK W/ (1) #4 (")R.45 C�-AN ADDITIONAL #4 017 ` #5 IN BRICK LEDGE, 4" OPT BRICK LEDGE NOTED ON FND PLAN i 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 SLAB W/ 6x6 W1.4xW1.4 , R WWF OR FIBERMESH 1 > #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 It VERT REINFORCEMENT TO HAVE 6" BEND @ 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 U-BLOCK Wi (1)#4OR#6 CONT FINISH GRADE ADDITIONAL #4 OR #5 IN BRICK LEDGE. 4" OPT BRICK LEDGE NOTED ON FND PLAN 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. 3VARIES PER 6" MAX ARCH PLANS 12" MIN 6" OPT. EXTENSION IN BRICK LOCATIONS ON FND PLAN -- CONCRETE SLAB'-& i;x6 1 W1.4 x WI A WWF OR 1 MINIMUM 24" (1) #4 OR #5 90" BEND tu; ^'.: C. a \ VAPOR BARRIER FOOTING TO BEAR ON FIRM UNDISTURBED SOIL 12" UNDER 1 STORY WAL1. w% 1 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 MONOLOTH_i_C 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 Iic_1ilb�� ;ti cli rn 1CN O r. ✓A.f'Oh ( y' ; '12" MIN j '�/`�j �; � z ;PEX 0 A I: ' A A W N C z N 6" OPT. EXTENSION IN BRICK U) LOCATIONS ON FND PLAN 0 00 ADDITIONAL NO. 4 OR NO. 5 W BAR IN BRICK LEDGE W W tds �i air _;NOL•iTHIC_ FOOTING SECTION ---. < true design studios GO N Tf>.CT FOR PRIOR TO CONSTRUCTION IF ANY OF THE �. F^,`)i L( PANG OCCUR. 1 iFiPTH OF MONO i�.I THi ; POUR EXCEEDS 28" O • ::;+i:+�}pjL'+ f,DJAE.NT TO FTG SLOPES DOWN AND AWAY 9000 REGENCY SQUARE BLVD. N �nCM STRUCTURE STEEPER -THAN 1'-0" VERTICALLY W SUITE 100, JACKSONVILLE, FL 32211 �'E.:f? •0" HORIZONTALL. TO PREVENT EROSION OF SOIL. 0 904.821.5200 p_ r---- CONCRETE SLAB w/ 6x6 #4 C)` ?; ^;1 +rt?, , ± .- / V41.4 x 011 4 WWF OR U) \ 61 ME_SFt O CT _A cn O 11HOMON N 0 ` N U VAPOR BARRIER OJ _ Q '- r,F../ LL I. ...._OOTif�a�� SECTION U a�i O O F;L).C:Rrv1FSFi O z SEE ARCH U --- -- - DETAILS W 8" MIN W << --- Q v, 8' x8" TIIICKENE::U I iX Uj LU QTFp rlf.:,?;'yN St—F. - VAPOR BARRIER m 4CURB STEP SECTION 0 = z W z 0 8" UNDER MASONRY WALL O r Lr 1DER WOOD tPJALL Uj _ ..._....._..._.__..__ __.._._ . xe V r,' = _ W 'C'�I t iE Ai Cl i U) (MAX if.") - o d' W W I 6" OPT. EXTENSION IN BRICK This item has been electronically X LOCATIONS ON FND PLAN } signed and sealed by Justin M Lanier, PE on the date and/or time stamp J O shown using a digital signature. z +7 ADDITIONAL NO. 4 OR NO. 5 Q O - - BAR IN BRICK LEDGE z W tIQ ( 0 z E- Abbott Park °,_'J ARAGF EXT WALL. CURB SECTION - X a A"T FOR PRIOR TO CONSTRUCTION IF ANY OF THE W — ILL OCCUR: < LOT 010-02 W C 'VL�ALL CIEPTH OF MONOLITHIC POUR EXCEEDS 28" o +�F:(.;UND ADJACENT TO FTG SLOPES DOWN AND AWAY U -riOM STRUCTURE STEEPER THAN 1'-0" VERTICALLY W PER 3' HORIZONTALLWO PREVENT EROSION OF SOIL. W I tL-f,3Li'-3 :"l; 6X3 --� PROJECT NO: I— V%.' , k v i ; R Q FI(-::f IM,">f1 \ 2020.004117 ._..._..__..._... _ z 0'-0" A. F. F.----------- SEE ARCH DRAWN: (MAX 20" IMU W DEEP 4 O 4„ EXTENSION 0 UNDER BRICK VENEER ,11U1111111111 U) �Z iN LAbj ��i, W VAPOR BARRIER �� ,�•\G •N S • �`,9 i��, J r .� � U) ti:,f i. oF; I ; .., t:O��Nl" T No 85166 .`, * Docuftned b, * .. 3C=A c1NG CURB STEP SECTION =13 Al 06-12-2020 z t I r, :al REVISIONS: No. Description Date W — _ 1 il:J W �............................. I I L. SN17"ANT C.0RNI=R � E__ FAIL _ (F•'Et 0P0MENDEn'! I— ST=2mD CMU/METAL CONNECTOR ENGINEERING