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N
<br />N
<br />0
<br />N
<br />0
<br />F-
<br />H
<br />ro
<br />ro
<br />L
<br />NOTES: COORDINATE EDGE OF SIDEWALK 0
<br />DETAILS w/ SITE/CIVIL DWGS., TYP. LL
<br />C
<br />8" CMU SET IN RUNNING VERT. REINF. IN SOLID 8" CMU SET IN RUNNING VERT. REINF. IN SOLID 8" CMU SET IN RUNNING VERT. REINF. IN SOLID
<br />BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE �
<br />REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP.
<br />v
<br />DOWELS TO MATCH VERT. REINF. DOWELS TO MATCH VERT. REINF. DOWELS TO MATCH VERT. REINF. U
<br />w/ STD. HK. LAP 48 BAR O's CONCRETE SLAB &REINF. w/ STD. HK. LAP 48 BAR O's w/ STD. HK. LAP 48 BAR O's C
<br />PER PLAN, TYP. ro
<br />CONCRETE SLAB &REINF. ^ X
<br />PER PLAN, SLAB
<br />PAVERS PER ARCH. "'N Q O
<br />FIN. GRADE DWGS. @ "SIM", TYP. CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. 4 U
<br />PER PLAN, TYP. PER PLAN, TYP. PAVERS PER ARCH. U
<br />% H I z 100 DWGS. @ "SIM", TYP.
<br />—III—III—III=1 z z °
<br />FINISHED GRADE _ z ° ° a o
<br />° _ _
<br />W t =III -III= I I I —I' W III =III=III= 1, ; ° a
<br />—1 O N III=III
<br />1 _ i— ( o _=I �I=1 1 VAPOR BARRIER -III=� =III a — 1�- Z
<br />=1=1-1-1=1
<br />z — I —III —III. M I- I —I ! I I E! 1;- o N 0
<br />0 -III l- it VAPOR BARRIER �' 3' C R 3' C R VAPOR BARRIER V 1-: = I_
<br />C?REINF. STL. PER PLAN REINF. STL. PER PLAN m
<br />aC ,� WIDTH 3' C R VAPOR BARRIER ro
<br />v a & SCHEDULE, TYP. & SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN
<br />& SCHEDULE, TYP. WIDTH REINF. STL. PER PLAN ro
<br />cn U
<br />3' C R. 3' C & SCHEDULE, TYP. 0
<br />WIDTH
<br />++
<br />Typical Exterior Footing @ CMU 2 Typical Thickened Edge 3 Interior Wall Footing @ CMU 4 Typical Slab Depression
<br />\S17.33 SCALE: 3/4" = 1'-0" ZS1 7. 3 3 SCALE: Y4" = P-0" ZS1 7. 3 3 SCALE: 3/4"= P-0" �Sl 7. 3 3 SCALE: %4' = 1 "0" E
<br />v
<br />v
<br />ro
<br />V1
<br />NOTES: COORDINATE EDGE OF SIDEWALK NOTES: COORDINATE EDGE OF SIDEWALK 0
<br />u
<br />DETAILS w/ SITE/CIVIL DWGS., TYP. DETAILS w/ SITE/CIVIL DWGS., TYP. 00
<br />PER PLAN C
<br />CL
<br />8" CMU SET IN RUNNING WALL & FTG. C
<br />VERT. REINF. IN SOLID 8 CMU SET IN RUNNING VERT. REINF. IN SOLID G
<br />BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE BOND w/ HORIZ. LADDER GROUTED CELL PER SCHEDULE 8" CMU SET IN RUNNING VERT. REINF. IN SOLID
<br />REINF. @ 16" O.C. TYP. REINF. @ 16" O.C. TYP. BOND w/ HORIZ. LADDER WOOD STUD WALL PER
<br />GROUTED CELL PER SCHEDULE
<br />DOWELS TO MATCH VERT. REINF. CONCRETE CURB & REINF. DOWELS TO MATCH VERT. REINF. CONCRETE CURB & REINF. REINF. @ 16" O.C. TYP. WALL SHEATHING PER PLAN &SCHEDULE, TYP.
<br />PLAN, TYP. C
<br />w/ STD. HK. LAP 48 BAR O's PER "10/27.32", TYP. w/ STD. HK. LAP 48 BAR 0 S PER "10/517.32", TYP. DOWELS TO MATCH VERT. REINF.
<br />CONCRETE SLAB & REINF. CONCRETE SLAB & REINF. w/ STD. HK. LAP 48 BAR O's v
<br />PER PLAN, TYP. PER PLAN, TYP. CONT. 2x P.T. WOOD BOTTOM
<br />PLATE & CONNECTION PER CONCRETE SLAB &REINF. j0
<br />PAVERS PER ARCH. CONC. SLAB &REINF. PER PLAN, TYP. V
<br />T.O. CURB T.O. CURB PLAN &SCHEDULE, TYP.
<br />PER ARCH. PER ARCH. a1H DWGS. "SIM", TYP.
<br />° ° %? :% %% ' ' PER PLAN, TYP.
<br />a
<br />FINISHED GRADE a FINISHED GRADE a a o ° ° a a° 1 ° a �4
<br />_II�I ° ° aI-1=1 z 1 1=III a ° ° °7-
<br />/7- — _ t _ _1 _ a v
<br />N.—U11—III-1'I'' �- ? _i=111 a=111_ _I-1I1=1I III: t 1�=1I I1=1I ,l, _
<br />°C r
<br />LU W ° - SCHEDULED REINF. Z
<br />W Z 1- III= I —III a W Z =II I l—III=1 -1 a° U o oC PER PLAN, TYP.
<br />VAPOR BARRIER o 1-- IVAPOR BARRIER `" - v 3' C R VAPOR BARRIER'
<br />_C? REINF. STL. PER PLAN REINF. STL. PER PLAN rn WIDTH REINF. STL. PER PLAN
<br />& SCHEDULE, TYP.
<br />t ° a & SCHEDULE, TYP. v a a a & SCHEDULE, TYP. 3' C 3' C >
<br />EQ. EQ. 4.
<br />m -701
<br />3' C R. 3 C R. m 3' C 3' C R. E
<br />SCHED. WIDTH 0
<br />WIDTH WIDTH U
<br />+j
<br />U
<br />v
<br />Exterior Footing CMU w Curbr6**
<br />Exterior Footing CMU w Curb Interior rr08'
<br />5 g @ / g @ / 7Spread Footing Post Typical Interior Single Wall Footing
<br />r_
<br />SZ.33 SCALE: %4" = 1'-0" S 17.3 3 SCALE: Y4" -1'-0" S 17. 3 3 SCALE: Y4' = 1'-0" S 17. 3 3 SCALE- %4' = 1'-0"
<br />L
<br />0
<br />to
<br />0
<br />COL. WIDTH +'
<br />ro
<br />u
<br />REFER TO COLUMN SCHED. ,U
<br />FOR SIZE &REINF.
<br />FORMED &POURED
<br />' CONCRETE COLUMN
<br />o � �
<br />DOWEL TO MATCH VERT. REINF
<br />w/ PER SCHED. LAP SPLICE a
<br />a A
<br />a�
<br />°
<br />CONC. SLAB PER
<br />TIE SPACING @ 3" PLAN, TYP.
<br />T.O. SLAB
<br />v
<br />a
<br />,C
<br />ro
<br />C
<br />ro
<br />a
<br />v
<br />t
<br />+j
<br />v
<br />00
<br />v
<br />3
<br />0
<br />C
<br />Al
<br />i.
<br />EL. O-O —+ —+ =+ —+ =+ ° + + + — —+ —+°— —+ - ate+ —� v
<br />Q)
<br />s, 2 C
<br />REINFORCED CONCRETE COLUMN SCHEDULE
<br />MARK
<br />CC-01
<br />CC-02
<br />CC-03
<br />CC-04
<br />SIZE
<br />8"x16"
<br />8"x16"
<br />8"x18"
<br />8"x18"
<br />VERT. REINF.
<br />(4) #6
<br />(6) #6
<br />(6) #6
<br />(8) #6
<br />TIES
<br />#3 @ 12" O.C.
<br />#3 @ 12" O.C.
<br />#3 @ 12" O.C.
<br />#3 @ 12" O.C.
<br />COLUMN TYPE
<br />"A"
<br />"B"
<br />"B"
<br />"C"
<br />REMARKS
<br />VAPOR —a
<br />BARRIERS
<br />REFER TO FTG. SCHED.
<br />` a
<br />w
<br />- ° • • ° ° •
<br />• •
<br />• ° •° �+
<br />_ ° • •
<br />• ° s
<br />•
<br />a
<br />• ° •UL°
<br />• •
<br />•s
<br />W
<br />b0
<br />�
<br />STD. HOOK
<br />FOR SIZE, DEPTH & REINF-
<br />3' 4CR' EQUAL EQUAL Tj C R.
<br />TYPE "A" TYPE "B"
<br />TYPE "C"
<br />"D"
<br />"E"
<br />"F"
<br />4 VERT. 6 VERT.
<br />8 VERT.
<br />TYPE
<br />TYPE TYPE
<br />ed
<br />WIDTH
<br />1 TIE 2 TIES
<br />3 TIES
<br />8 VERT.
<br />10 VERT. 12 VERT.
<br />2 TIES
<br />3 TIES 3 TIES
<br />C
<br />0
<br />9
<br />Typical Interior Column Footing
<br />10
<br />Concrete
<br />& Steel
<br />Column Schedule
<br />�,
<br />S17.3 3
<br />SCALE- %4' = 1'-0"
<br />517.33
<br />SCALE: N.T.S.
<br />C
<br />0
<br />t
<br />FORunn■
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<br />INTERIOR DESIGN, INC.
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<br />I
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<br />eo,�,.
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<br />�0°a�aiioR.a�®�
<br />Robert croggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins. PE on the Date
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<br />SET DISTRIBUTIONS:
<br />0 SHEET REVISIONS:
<br />EDITED BY: RCS, TLW
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
<br />Structural Sections &
<br />Details
<br />S17-33
<br />
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