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DoCuSign Envelope ID: 2E7D828C-2E90-441F-BAA6-5C620B3CCED4
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<br />CUNT AC' FOR PRIOR TO CONSTRUCTION IF ANY OF THE
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<br />W1.4 x W1.4 WWF OR FOOTING TO BEAR ON FIRM - //� #5 IN BRICK LEDGE • OVERALL D.-P r H OF MONOLITHIC POUR EXCEEDS 28" 0 C
<br />FIBERMESH UNDISTURBED SOIL • GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY SUITE 100, JACKSONVILLE, FL 32211 O
<br />0'-0" A.F.F. SEE ARCH .- FROM S-f RLIcTURE STEEPER THAN 1'-0" VERTICALLY
<br />4' OPT BRICK LEDGE
<br />(MAX 20" VERTICAL REINFORCEMENT NOTED ON FND PLAN PER T-0" HORIZONTALIWO PREVENT EROSION OF SOIL. O
<br />DEEP) TO HAVE 6" BEND AT BOTTOM O '''
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<br />CAST -IN -PLACE FOOTING SPECS — ) #,? OR (2) #5 C0NT:NIL US - WI A x W1 4 WWF OR
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<br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT t _ � 11HOMON'
<br />)4" EXTENSION �
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<br />STEMWALL SECTION
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<br />12" UNDER 1 STORY WALL VAPOR BARRIER 1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK i
<br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 W
<br />1 16" UNDER 2 STORY WALL COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
<br />- --- - - - MAY BE OBTAINED FROM THE ENGINEER OF RECORD. VAPOR. BARRIER Q
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
<br />BEARING CURB STEP SECTION ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. (A
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<br />#4 OR #5 VERT REINFORCING -- - /\\/\%\\ W Q
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<br />4 TO 5 COURSES: 48" O.C. 8" UNDER MASONRY WALL >
<br />r - I 6" UNDERWOOD WALL Z Q a
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<br />FOOTING TO BEAR ON FIRM ADDITIONAL #4 OR iMAX ?6") Of
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<br />UNDISTURBED SOIL #5 IN BRICK LEDGE - O X
<br />VERT REINFORCEMENT TO .__ U_ LL
<br />4" OPT BRICK LEDGE Z
<br />HAVE 6" BEND @BOTTOM r2 MIN,/\/;/i / /\
<br />NOTED ON FND PLAN
<br />CAST -IN -PLACE FOOTING SPECS ---- 'Ai
<br />FARMER
<br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT-
<br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT ` W
<br />1 -- 6" OPT. EXTENSION IN BRICK 0 1--
<br />_,_ LOCATIONS ON FND PLAN W Z
<br />STEMWALL CURB SECTION '� p a
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<br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK »' �r (? a CG Ira..,,; .. ADDITIONAL NO. 4 OR NO. 5 U W
<br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 i BAR IN BRICK LEDGE Q
<br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS 11 r ''JNDF R ;' sTC�R'`' '.'d�.L!- +vl W
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. L'�" '#� r-'�-� 1''' ' n ` 'f"I'�=i_' ` Abbott Park <
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY O
<br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. 5GARAGE EXT WALL CURB SECTION i -
<br />:_'.1NT,AC.T EGR PRIOR TO CONSTRUCTION IF ANY OF THE This it ;tally
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<br />• OVERAL+ DEPTH OF MONOLITHIC POUR EXCEEDS 28" () shown using a digital signature. Q
<br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Z Z
<br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY 0
<br />PER HORIZONTALLWO PREVENT EROSION OF SOIL. � W
<br />PROJECT NO: W
<br />CONCRETE SI_AB W; 6xC;—, 1 2020.004113 LL
<br />W1.4 x W1 4 WWF OR O LL
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<br />(1) #4 OR #5 CONT. _ - — ! 20" � LO
<br />W1.4 x W1.4 WWF OR FIBERMESH (MAX( CHKD:
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<br />ON FND PLAN 12" UNDER 1 STORY WALL wl i�,i���'C p R O P \��Z
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<br />16" UNDER 2 STORY WALL w/ T`(f`ii.A1. !'.F_ iiJi ORCI�.lG W
<br />(2) #5 OR (3) #4 CONTINUOUS EARS AT T' 11C 1<:> i�L:) 0 06-01-2020
<br />FOOTING SEF= FLAN � �
<br />MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH —
<br />1 PJ?!N �a LONG #4 #: U REVISIONS: W
<br />*NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE f fiAR SET Al M!1C L'E: r'TH
<br />"1" FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG OF SLAB. N P , L NO. Description Date
<br />DEPTH EXCEEDS 28". RE:-ENTR.;" N C, ,u^ii_I:S Q p W
<br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE U) Q
<br />STEEPER THAN 1'-0" VERTICALLY PER T-0" HORIZONTALLY, CONTRACTOR HAS } _ U
<br />TWO CHOICES: (�
<br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION O F-
<br />OFISOI SE STEMWALL FOOTING HUD: •E SLPB J-_-__--_. -- - - O
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