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oCUSign Envelope ID: EOE9OB63-803A-4F90-B6AO-E366EE 1 1AB37
<br />TR1w T111 R ' I ! II 141 1111
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<br />— CONCRETE SLAB wi 6x6 > �.
<br />/ W1.4 x WIA VNIF OR _._f_ _„ 0
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<br />i CONCRETE SLAB W/ - a• g
<br />6x6 W1.4 x W1.4 WWF O
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<br />16"_ VAPOR BARRIER a ¢ O I EXTENSION IN BRICK
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<br />VAPOR BARRIER \ \ i�J in I'
<br />' / ; / w ` ! OC_7 r 7 `=S ON FND PLAN
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<br />13EARIRJO1f�fALl_FOOTING SECTION Alm\
<br />#4 OR #5 VERT REINFORCING 11C,1(':rJ it P��; 4 GIZ NO. 5 r1
<br />f UP TO 3 COURSES: 72" O.C. } ;t7 a.1ZiCr.'..Fi!GE !L .
<br />\�- 4 TO 5 COURSES: 48" O.C. LLl
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<br />7 true design studios
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<br />CONCRETE SLAB bN16xf, --- \ xi \x, /,\`%. \ 'c P 'T10 CON` t FU, 79'1N IF Nv OF TH;=
<br />\ ADDITIONAL #4 0!-°
<br />W1-4 x'V1 i 4 YIt/VF OR
<br />FOOTING TO BEAR ON FIRM #5 IN BRICK LEDGc I 1c,N�.;' HIC P l 'cXCEcDS 28" Y 9000 REGENCY SQUARE BLVD.
<br />FIBERrviESt i \\ UNDISTURBED SOIL - U
<br />L 3221
<br />0'-0" A.F.F. - SEE ARCH FTG SLC;P' S DO+•b'N AND AWAY �( OO, JA LE, F
<br />v - 4" OPT BRICK LEDGE I F �Pa_n THAN 5 / RTICALLY O
<br />� (MAX 20" VERTICAL REINFORCEMENT
<br />r,t <'.t rri PRttr`E`x EROSION C°> SOIL. O
<br />_ ¢-- DEEP) TO HAVE 6" BEND AT BOTTOM / NOTED ON FCJD FI_AI: - w
<br />/' .__. C�I�,t. F. ..`,LAB ..:/6xw r
<br />\ \ CAST -IN -PLACE FOOTING SPECS -- / v< r ,c n W t
<br />4' 1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT r iB`R�1L` :i
<br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT 01HOMON
<br />4° EXTENSION
<br />\\ CINDER BRICK VENEER
<br />STEMWALL SECTION -
<br /><, �_...._ VAPOR BARRIER 1
<br />12" UNDER 1 STORY b^J,+!_L 1 1 SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK � Cfl
<br />- - FILLING BEHIND A STEM WALL, PARTICULARLY WHEN i'i' IS OVER 4`Uwj
<br />16" UNDER 2 STORY WALL. COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS \ �
<br />\.__ VAPOR BARRIER ,.,
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD ,-, .., ; Q •�,
<br />2 SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
<br />N",BEARING CURB STEP SECTION ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
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<br />"~' °. i OOTING SECTION }
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<br />(BEYOND) -
<br />U-BLOCK 1N' , n
<br />FLOATING CONCRETE w \ 18 ` MIN
<br />SLAB W/ 6x6 W1.4xW1.4 \ U U) (1) #4 OR #5 (�
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<br />#4 OR #5 VERT REINFORCING W
<br />UP TO 3 COURSES: 72" O.C. A!v�/
<br />\�
<br />4 TO 5 COURSES: 48" O.C. -8 t _ ry^ z Q
<br />6 _rNDER `J'VOt-7D t11'ALL —
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<br />i W � 0 0
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<br />FOOTING TO BEAR ON FIRM - J i (MA,,. 16"i W t�-
<br />i ADDITIONAL #4 OR
<br />UNDISTURBED SOIL r � CL'
<br />#5 IN BRICK LEDGE {
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<br />VERT REINFORCEMENT TO x
<br />HAVE 6" BEND @ BOTTOM 4" OPT BRICK LEDGE I r,tN\
<br />NOTED ON FND PLAN / / Z
<br />!' / /��/v/. ��/., Z
<br />CAST -IN -PLACE FOOTING SPECS
<br />1-STORY: 8" x 16" W/(2) #4 OR (2)#5 CONT Q
<br />2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT <,f ; W
<br />'- - 6" OPT. rXTENSION IN BRICK �-
<br />/.---,� LOC;ATIONS ON FND PLAN Qom.. Z .
<br />STEMWALL CURB SECTION IX E
<br />7 _
<br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR `NFiEN BAC:✓. AFD-i r':ONAI_ N10 4 OR NO. 5 0
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<br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4 1ti, Iiv L3;;;Cr; I.tDi�E Q
<br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS W
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD. "' � Abbott Park Q
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY EPDXY" O U
<br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS. r r �''.; _ze I `VVA�_L �'' ! s' t _ a IC "J F-C`� )N LL
<br />N IF Apt ., OF THE Q LOT 007-02
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<br />PROJECT NO: W
<br />c _j 2020.004111 LL
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<br />SCE ARCH (, Imu o
<br />CONCRETE SLAB W/ 6x6 �' - - --� aL�iAX >0, C7 '
<br />(1) #4 OR #5 CONT. -•° W1.4 x W1.4 WWF OR F IBE;RM..Sr
<br />------.-....- - EAF ---
<br />° - - - - - - -I -----
<br />DE;=P;: � CHKD Liz
<br />%MINIMUM 24" -- 0) #4 OR #5 90- BEND a "8' C. C- U .
<br />a 4..
<br />36" MAX VARIES PER 1f -_ - Q Q .
<br />ARCH PLANS �� �� \ '. �' `� EXTENSION �t�l<llr�rr U7
<br />- \ / �/ \/ LIND� r. BRICK VENEER Q ���JJJ��
<br />7; 1 � , 11N LAAt \ ; /, to
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<br />�`i \ , I:c Ic l—VAPOR BARRIER. ..._ , \��__ �w��`,�5C E NS •�fi�9 ���I� C� '
<br />j%j\/ 12' MIN J ✓ - FOOTING TO BEAR Card F"IRI'v °!APOR BARRIER Q ` • t,\ �` � Z
<br />/ NO 85166 'S .
<br />�/\/\y UNDISTURBED �Oi�
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<br />Signed by:
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<br />6" OPT. EXTENSION � - � +,,,D : �. «�,,. %� ` Q .
<br />ON FND PLAN T— s ,uk 3 STEP SECTION a:. �k� D�aS _ :'�0 W
<br />IN BRICK LOCATIONS n
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<br />12" UNDER 1 STORY wALf.. vv "' Tc� �+�'�•*•�( p:•���,�` (D
<br />ADDITIONAL NO. 4 OR NO. 5 (2) #5 OR (2) #4 CONT!NI IOUS Q ���c� �;.� G �� Z
<br />BAR IN BRICK LEDGE -- 16" UNDER 2 STORY WALL wi ( rJJJ J�nl Al `�,���
<br />(2) #5 OR (3) #4 CONTINUOUS ¢ '
<br />- -- --} p 05-28-2020 0 i
<br />I; n'`f MO-NOLOTHiC FOOTING SECT.. ..ION _ 36" MAX DEPTH � w
<br />/-1v ;
<br />--' *NOTE*: IT IS ACCEPTABLE TO SUBSTITUTE THIS "lA" FTG DETAIL FOR THE
<br />U REVISIONS: W
<br />"11 " FTG DETAIL
<br />DEPTH EXCEEDS SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG
<br />No. Description Date
<br />W
<br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE U) I J
<br />STEEPER THAN 1'-0" VERTICALLY PER 3'-0" HORIZONTALLY. CONTRACTOR HAS Q
<br />TWO CHOICES: {� W
<br />1. PRIOR TO CONSTRUCTION. SEEK GUIDANCE OF FOR TO PREVENT EROSION 0 - . Y-
<br />-.. -- ---- ---- O
<br />2. SOIL. ESTEMWALL. FOOTING " 0 - Z
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<br />T VCGN NE%'Cf'TGR ENGINEERING
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