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DocuSign Envelope ID: A3E9FD1A-D987-46A6-B10D-9D4233C65975
<br />EXISTING EXTERIOR CMU
<br />MIN. 3" EDGE DISTANCE
<br />STRIP OF WWF FROM F.F.E. TO
<br />MIN. 6" BELOW GRADE. WWF TO
<br />EXISTING FOUNDATION FACE w/ — — —
<br />_ D D D
<br />(2) ROWS OF 3/6" DIA. TAPCONS /
<br />OR CUT NAILS @ 24" O.C. COVER D o
<br />FLUSH w/ 3000psi CONCRETE.
<br />D D EXISTING FOUNDATI DN.
<br />D o
<br />4 � D
<br />D \
<br />D
<br />8" CMU WALL OVERHANGS LESS THAN 1"
<br />GROUT BOTTOM 3 COURSES
<br />OF EXISTING CMU WALL FOR
<br />LENGTH OF OVERHANG, FILL
<br />TO BOTTOM OF WINDOW SILL
<br />WHERE NEEDED
<br />MIN. 3" EDGE DISTANCE
<br />STRIP OF WWF FROM F.F.E. TO
<br />BOTTOM OF FTG. WWF TO
<br />EXISTING FOUNDATION FACE w/ o p
<br />(2) ROWS OF 3/6" DIA. TAPCONS
<br />OR CUT NAILS @ 24" O.C. COVER D o
<br />FLUSH w/ 3000psi CONCRETE. ;!
<br />j D EXISTING FOUNDATI DN
<br />D �
<br />f
<br />D
<br />8" CMU WALL OVERHANGS 2.5" OR LESS
<br />NOTES:
<br />• IF EXISTING REBAR DOES NOT MEET 3" EDGE DISTANCE REQUIREMEIIT,
<br />REMOVE INSIDE FACE SHELL OF EXISTING CMU WALL AT ADJECENT CE LL
<br />AND DRILL & EPDXY NEW FULL HT. VERTICAL #5 DOWEL W/ 12" EMBED NTO
<br />EXISTING FOUNDATION AND 4" EMBED INTO EXISTING BOND BEAM.
<br />• IF MORE THAN (3) BARS DO NOT MEET THE REQUIRED 3" EDGE DISTA JCE,
<br />CONTACT EOR.
<br />LOCATE VERTICAL AND TIE INTO STEMWALL F
<br />REINFORCEMENT IN LAST REINFORCEMENT
<br />STEMWALL CELL
<br />CMU STEMWALL TO MONOLITHIC TRANSITION DETAIL
<br />I � I
<br />CONCRETE SLAB W/ 6x6
<br />W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />0'-0" A.F.F. CONCRETE SLAB W/
<br />SEE ARCH 6x6 W1.4 x W1.4 WWF
<br />d a ° (MAX 20 OR FIBER MESH
<br />DEEP)
<br />TOP OF SLAB
<br />w
<br />4" EXTENSION �i—
<br />UNDER BRICK VENEER//\\//w;w ov
<br />VAPOR BARRIER \//\// LU0 X
<br />12" UNDER 1 STORY WALL VAPOR BARRIER
<br />#4 OR #5 VERT REINFORCING\
<br />16" UNDER 2 STORY WALL UP TO 3 COURSES: 72" O.C.
<br />4 TO 5 COURSES: 48" O.C.
<br />SECTION X
<br />6
<br />BEARING CURB STEP o L -
<br />\�i / \
<br />CONCRETE SLAB w/ 6x6
<br />W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />VAPOR BARRIER
<br />3 BEARING WALL FOOTING SECTION
<br />L
<br />CONTINUOUS CONCRETE
<br />FOOTING, SEE PLAN
<br />LAP #5 CONTINUOUS BAR AS
<br />NEEDED, MIN 12" LAP AS SHOWN
<br />NO.5 BAR BEND 90 DEGREE
<br />TOP OF FOOTING
<br />TYPICAL STEP IN FOOTING DETAIL,
<br />CMU STEMWALL MONO LITHIC SLAB
<br />8" CMU CHAIR BLOCK W/ (1) #5
<br />CONTINUOUS TO EXTEND MIN 24" j
<br />INTO MONOLITHIC THICKENED EDGE
<br />4" CONCRETE SLAB W/
<br />6x6 W1.4 x W1.4 WWF
<br />OR FIBER MESH
<br />° $ ° #4 OR #5
<br />d REINFORCING PER
<br />MONOLITHIC FOOTING
<br />SECTION
<br />° FOOTING TO BEAR ON FIRM
<br />°° ° UNDISTURBED SOIL
<br />• STEMWALL FOOTING TO EXTEND MIN
<br />12" BELOW MONOLITHIC FOOTING
<br />• ADDITIONAL #4 OR #5 VERTICAL TO BE
<br />LOCATED WITHIN TRANSITION ZONE
<br />)CITING
<br />FOOTING TO BEAR ON FIRM
<br />UNDISTURBED SOIL
<br />VERTICAL REINFORCEMENT
<br />TO HAVE 6" BEND AT BOTTOM
<br />CAST -IN -PLACE FOOTING SPECS
<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
<br />STEMWALL- SECTION
<br />0'-0" A.F.F.
<br />(BEYOND)
<br />FLOATING CONCRETE -- _w
<br />SLAB W/ 6x6 W1.4xW1.4
<br />WWF OR FIBERMESH >
<br />1 _ ,
<br />8" CMU CHAIR
<br />BLOCK W/ (1) #4 OR #5 CONT.
<br />ADDITIONAL #4 OR
<br />#5 IN BRICK LEDGE
<br />4" OPT BRICK LEDGE
<br />NOTED ON FND PLAN
<br />1. SPECIAL CARE SHOULD BE
<br />FILLING BEHIND A STEM WA
<br />COURSES HIGH. SHOULD
<br />EXERCISED BY CONTRACTOR WHEN BACK
<br />LL, PARTICULARLY WHEN IT IS OVER 4
<br />THIS CONDITION EXIST, RECOMMENDATIONS
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
<br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
<br />U-BLOCK W/
<br />vU) (1)#4OR#5
<br />Q w CONT
<br />Lu o
<br />w co
<br />U FINISH
<br />O GRADE
<br />� \ \\
<br />/\///\/\
<br />#4 OR #5 VERT REINFORCING
<br />UP TO 3 COURSES: 72" O.C.
<br />4 TO 5 COURSES: 48" O.C. \� p o p -= -
<br />FOOTING TO BEAR ON FIRM
<br />UNDISTURBED SOIL ADDITIONAL #4 OR
<br />#5 IN BRICK LEDGE
<br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE
<br />HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN
<br />CAST -IN -PLACE FOOTING SPECS
<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
<br />7 STEMWALL CURB SECTION
<br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
<br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
<br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
<br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
<br />(1) #4 OR #5 CONT.
<br />36
<br />__\ ARCH PLANS
<br />12" MIN �\`
<br />6" OPT. EXTENSION
<br />IN BRICK LOCATIONS
<br />ON FND PLAN
<br />3'/2" CONCRETE SLAB W/ 6x6
<br />W1.4 x W1.4 WWF OR FIBERMESH
<br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C.
<br />'\ VAPOR BARRIER
<br />/ FOOTING TO BEAR ON FIRM
<br />a • / UNDISTURBED SOIL
<br />b
<br />12" UNDER 1 STORY WALL W/ (2)
<br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT
<br />BAR IN BRICK LEDGE ---
<br />16" UNDER 2 STORY WALL W/ (3)
<br />I#4 OR (2) #5 CONT
<br />1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH
<br />"NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1"
<br />FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG
<br />DEPTH EXCEEDS 28".
<br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
<br />STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS
<br />TWO CHOICES:
<br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION
<br />OF SOIL.
<br />2. USE STEMWALL FOOTING
<br />SEE NOTES (MAX 16") v
<br />STUCCO OR DIRECTLY ADHERED
<br />STONE CLADDING FINISH -MIN 6" rn U
<br />0
<br />ALL OTHER EXTERIOR WALL O
<br />Cr
<br />CLADDING - MIN 8", U.N.O. ON ARCH O O,
<br />CN
<br />O
<br />12" IN APEX\/\\/\\/\\/\\/\� CV C)
<br />\\ \\\ \ I
<br />\ (7)
<br />FOOTING TO BEAR ON \ /
<br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK r-
<br />SOIL LOCATIONS ON FND PLAN N
<br />12" UNDER 1 STORY WALL w/ cc i
<br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 J,
<br />BAR IN BRICK LEDGE LL
<br />16" UNDER 2 STORY WALL w/ L
<br />(2) #5 OR (3) #4 CONTINUOUS J tds �i
<br />true design studios
<br />1 MONOLITHIC FOOTING SECTION z
<br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O
<br />FOLLOWING OCCUR: U)
<br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD.
<br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 Ui
<br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY �?
<br />PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. O
<br />O ,
<br />CONCRETE SLAB w/ 6x6
<br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W
<br />FIBERMESH jIft
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<br />/ 16" VAPOR BARRIER Q 4-
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<br />3 BEARING WALL FOOTING SECTION U
<br />z
<br />W
<br />This item has been electronically
<br />W signed and sealed by Justin M Lanier,
<br />CONCRETE SLAB W/ 6x6 W PE on the date and/or time stamp
<br />W1.4 x W1.4 WWF OR O shown using a digital signature.
<br />FIBERMESH O Printed copies of this document are
<br />U-0" A.F.F. O not considered signed and sealed
<br />SEE ARCH C? and the signature must be verified
<br />a 3rd Party Certificate Authority
<br />DETAILS >=by
<br />on any electronic copy
<br />8" MIN
<br />o 0
<br />z LLI
<br />8"x8" THICKENED 8" U) LI..1
<br />FTG AT W n/
<br />STEP-DOWN, SEE VAPOR BARRIER z I....�L
<br />PLAN z W
<br />4 CURB STEP SECTION m Uj _O Cn
<br />W QW
<br />8" UNDER MASONRY WALL Z
<br />CONCRETE SLAB W/ 6" UNDER WOOD WALL z Uj Q 0
<br />6x6 W1.4 x W1.4 WWF W LLI 0
<br />OR FIBERMESH VARIES ° SEE ARCH Q Q
<br />- -- — — ° — -- - ° (MAX 16") 0 w W
<br />°LL
<br />LL
<br />12' MIN% z
<br />VAPOR BARRIER �// ° a
<br />6" OPT. EXTENSION IN BRICK �
<br />LOCATIONS ON FND PLAN CL z
<br />12" UNDER 1 STORY WALL w/ 0-
<br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 OU ti
<br />BAR IN BRICK LEDGE —
<br />16" UNDER 2 STORY WALL w/ Q W
<br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park J
<br />5 GARAGE EXT WALL CURB SECTION W
<br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 035-03 0
<br />FOLLOWING OCCUR - W
<br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) Q
<br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z
<br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — CD
<br />PER T-0" HORIZONTALII PREVENT EROSION OF SOIL. U)
<br />O PROJECT NO: W
<br />CONCRETE SLAB W/ 6x6 j 2021.009229 0 �- Q
<br />FIBERMESH z DRAWN: O
<br />W1.4 x W1.4 WWF OR
<br />0'-0" A.F.F. SEE ARCH v JAR o
<br />— ----- 4 a ° ° (M P20 W
<br />4_ MJP L7
<br />D_ —1
<br />4" EXTENSION X U
<br />UNDER BRICK VENEER Lq,�i �
<br />12" UNDER 1 STORY WALL ����'' G•ENj N/�'4 �
<br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'�,� SAC'•,• z
<br />16" UNDER 2 STORY WALL W NO 85166
<br />* DocuSigned by:•� * Q
<br />W/ (3) #4 OR (2) #5 CONT j
<br />6 BEARING CURB STEP SECTION W TF467QEDEFd3$``
<br />TYPICAL REINFORCING of
<br />BARS AT THICKENED Q 07_28-2021 0
<br />FOOTING, SEE PLAN F- W
<br />MIN 24" LONG #4 OR #5 W
<br />U_ REVISIONS:
<br />BAR SET AT MID -DEPTH 2
<br />OF SLAB, TYP ALL — H
<br />RE-ENTRANT CORNERS Q NO. Description Date
<br />L_ _ _ ---- -- Q
<br />I=—_----------
<br />----------- --- O I—
<br />J p
<br />HOUSE SLAB O z
<br />-- z O
<br />RE-ENTRANT CORNER DETAIL C) 0
<br />W
<br />(RECOMMENDED) F'
<br />PLAN VIEW, DETAIL TYPICAL @ ALL w
<br />ST=2mD
<br />RE-ENTRANT CORNERS D-
<br />Q
<br />CMUIMETAL CONNECTOR ENGINEERING
<br />CONCRETE SLAB W/ 6x6
<br />W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />\ o
<br />VAPOR BARRIER
<br />� \ \\
<br />/\///\/\
<br />#4 OR #5 VERT REINFORCING
<br />UP TO 3 COURSES: 72" O.C.
<br />4 TO 5 COURSES: 48" O.C. \� p o p -= -
<br />FOOTING TO BEAR ON FIRM
<br />UNDISTURBED SOIL ADDITIONAL #4 OR
<br />#5 IN BRICK LEDGE
<br />VERT REINFORCEMENT TO 4" OPT BRICK LEDGE
<br />HAVE 6" BEND @ BOTTOM NOTED ON FND PLAN
<br />CAST -IN -PLACE FOOTING SPECS
<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
<br />7 STEMWALL CURB SECTION
<br />1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
<br />FILLING BEHIND A STEM WALL, PARTICULARLY WHEN IT IS OVER 4
<br />COURSES HIGH. SHOULD THIS CONDITION EXIST, RECOMMENDATIONS
<br />MAY BE OBTAINED FROM THE ENGINEER OF RECORD.
<br />2. SCREW IN ANCHORS ALLOWED IN MONOLITHIC FOOTINGS ONLY. EPDXY
<br />ANCHORS MUST BE USED IN STEMWALL FOUNDATIONS.
<br />(1) #4 OR #5 CONT.
<br />36
<br />__\ ARCH PLANS
<br />12" MIN �\`
<br />6" OPT. EXTENSION
<br />IN BRICK LOCATIONS
<br />ON FND PLAN
<br />3'/2" CONCRETE SLAB W/ 6x6
<br />W1.4 x W1.4 WWF OR FIBERMESH
<br />MINIM 24" (1) #4 OR #5 90° BEND @ 48" O.C.
<br />'\ VAPOR BARRIER
<br />/ FOOTING TO BEAR ON FIRM
<br />a • / UNDISTURBED SOIL
<br />b
<br />12" UNDER 1 STORY WALL W/ (2)
<br />ADDITIONAL NO. 4 OR NO. 5 #4 OR (2) #5 CONT
<br />BAR IN BRICK LEDGE ---
<br />16" UNDER 2 STORY WALL W/ (3)
<br />I#4 OR (2) #5 CONT
<br />1 MONOLOTHIC FOOTING SECTION - 36" MAX DEPTH
<br />"NOTE': IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE "1"
<br />FTG DETAIL SPECIFIED ON THE FDN PLAN @ ANY LOCATIONS THAT THE FTG
<br />DEPTH EXCEEDS 28".
<br />IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
<br />STEEPER THAN 1'-0" VERTICALLY PER S-0" HORIZONTALLY, CONTRACTOR HAS
<br />TWO CHOICES:
<br />1. PRIOR TO CONSTRUCTION, SEEK GUIDANCE OF FOR TO PREVENT EROSION
<br />OF SOIL.
<br />2. USE STEMWALL FOOTING
<br />SEE NOTES (MAX 16") v
<br />STUCCO OR DIRECTLY ADHERED
<br />STONE CLADDING FINISH -MIN 6" rn U
<br />0
<br />ALL OTHER EXTERIOR WALL O
<br />Cr
<br />CLADDING - MIN 8", U.N.O. ON ARCH O O,
<br />CN
<br />O
<br />12" IN APEX\/\\/\\/\\/\\/\� CV C)
<br />\\ \\\ \ I
<br />\ (7)
<br />FOOTING TO BEAR ON \ /
<br />FIRM UNDISTURBED 6" OPT. EXTENSION IN BRICK r-
<br />SOIL LOCATIONS ON FND PLAN N
<br />12" UNDER 1 STORY WALL w/ cc i
<br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 J,
<br />BAR IN BRICK LEDGE LL
<br />16" UNDER 2 STORY WALL w/ L
<br />(2) #5 OR (3) #4 CONTINUOUS J tds �i
<br />true design studios
<br />1 MONOLITHIC FOOTING SECTION z
<br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE O
<br />FOLLOWING OCCUR: U)
<br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" U 9000 REGENCY SQUARE BLVD.
<br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY Q SUITE 100, JACKSONVILLE, FL 32211 Ui
<br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY �?
<br />PER S-0" HORIZONTALLYWO PREVENT EROSION OF SOIL. O
<br />O ,
<br />CONCRETE SLAB w/ 6x6
<br />(2) #4 OR (2) #5 CONTINUOUS W1.4 x W1.4 WWF OR W
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<br />/ 16" VAPOR BARRIER Q 4-
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<br />3 BEARING WALL FOOTING SECTION U
<br />z
<br />W
<br />This item has been electronically
<br />W signed and sealed by Justin M Lanier,
<br />CONCRETE SLAB W/ 6x6 W PE on the date and/or time stamp
<br />W1.4 x W1.4 WWF OR O shown using a digital signature.
<br />FIBERMESH O Printed copies of this document are
<br />U-0" A.F.F. O not considered signed and sealed
<br />SEE ARCH C? and the signature must be verified
<br />a 3rd Party Certificate Authority
<br />DETAILS >=by
<br />on any electronic copy
<br />8" MIN
<br />o 0
<br />z LLI
<br />8"x8" THICKENED 8" U) LI..1
<br />FTG AT W n/
<br />STEP-DOWN, SEE VAPOR BARRIER z I....�L
<br />PLAN z W
<br />4 CURB STEP SECTION m Uj _O Cn
<br />W QW
<br />8" UNDER MASONRY WALL Z
<br />CONCRETE SLAB W/ 6" UNDER WOOD WALL z Uj Q 0
<br />6x6 W1.4 x W1.4 WWF W LLI 0
<br />OR FIBERMESH VARIES ° SEE ARCH Q Q
<br />- -- — — ° — -- - ° (MAX 16") 0 w W
<br />°LL
<br />LL
<br />12' MIN% z
<br />VAPOR BARRIER �// ° a
<br />6" OPT. EXTENSION IN BRICK �
<br />LOCATIONS ON FND PLAN CL z
<br />12" UNDER 1 STORY WALL w/ 0-
<br />(2) #5 OR (2) #4 CONTINUOUS ADDITIONAL NO, 4 OR NO. 5 OU ti
<br />BAR IN BRICK LEDGE —
<br />16" UNDER 2 STORY WALL w/ Q W
<br />(2) #5 OR (3) #4 CONTINUOUS Abbott Park J
<br />5 GARAGE EXT WALL CURB SECTION W
<br />CONTACT FOR PRIOR TO CONSTRUCTION IF ANY OF THE Q LOT 035-03 0
<br />FOLLOWING OCCUR - W
<br />• OVERALL DEPTH OF MONOLITHIC POUR EXCEEDS 28" C) Q
<br />• GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY z z
<br />FROM STRUCTURE STEEPER THAN 1'-0" VERTICALLY — CD
<br />PER T-0" HORIZONTALII PREVENT EROSION OF SOIL. U)
<br />O PROJECT NO: W
<br />CONCRETE SLAB W/ 6x6 j 2021.009229 0 �- Q
<br />FIBERMESH z DRAWN: O
<br />W1.4 x W1.4 WWF OR
<br />0'-0" A.F.F. SEE ARCH v JAR o
<br />— ----- 4 a ° ° (M P20 W
<br />4_ MJP L7
<br />D_ —1
<br />4" EXTENSION X U
<br />UNDER BRICK VENEER Lq,�i �
<br />12" UNDER 1 STORY WALL ����'' G•ENj N/�'4 �
<br />w/ (2) #4 OR (2) #5 CONT VAPOR BARRIER m .•'�,� SAC'•,• z
<br />16" UNDER 2 STORY WALL W NO 85166
<br />* DocuSigned by:•� * Q
<br />W/ (3) #4 OR (2) #5 CONT j
<br />6 BEARING CURB STEP SECTION W TF467QEDEFd3$``
<br />TYPICAL REINFORCING of
<br />BARS AT THICKENED Q 07_28-2021 0
<br />FOOTING, SEE PLAN F- W
<br />MIN 24" LONG #4 OR #5 W
<br />U_ REVISIONS:
<br />BAR SET AT MID -DEPTH 2
<br />OF SLAB, TYP ALL — H
<br />RE-ENTRANT CORNERS Q NO. Description Date
<br />L_ _ _ ---- -- Q
<br />I=—_----------
<br />----------- --- O I—
<br />J p
<br />HOUSE SLAB O z
<br />-- z O
<br />RE-ENTRANT CORNER DETAIL C) 0
<br />W
<br />(RECOMMENDED) F'
<br />PLAN VIEW, DETAIL TYPICAL @ ALL w
<br />ST=2mD
<br />RE-ENTRANT CORNERS D-
<br />Q
<br />CMUIMETAL CONNECTOR ENGINEERING
<br />CONCRETE SLAB W/ 6x6
<br />W1.4 x W1.4 WWF OR
<br />FIBERMESH
<br />\ o
<br />VAPOR BARRIER
<br />
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