|
#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />FIN. GRADE PER
<br />SITE/CIVIL PLAN
<br />STD HOOK BOTTOM DOWELS TO
<br />MATCH & ALIGN w/ VERT. REINF.
<br />LAP 48 BARS O's, TYP.
<br />12" EXPANSION JOINT
<br />4" CONC. SLAB &
<br />REINF. PER PLAN
<br />T.O. SLAB
<br />SEE ARCH.
<br />I� I� �I � I-1 VAPOR BARRIER
<br />=III-
<br />d
<br />° d
<br />°
<br />a
<br />U°
<br />m d
<br />d m
<br />3' C R.
<br />EQ. EQ.
<br />2'-0" CONT.
<br />1 Section
<br />S20.3 3 SCALE: Y4" = F-0"
<br />#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />4" CONC. SLAB &
<br />REINF. PER PLAN
<br />+ `
<br />d
<br />VAPOR BARRIER I I ,, r
<br />(3) #5 CONT. w/ #4 @ 16" O.C.
<br />TRANSVERSE, TYP.
<br />@ CMU Wall
<br />STD HOOK BOTTOM DOWELS TO
<br />MATCH & ALIGN w/ VERT, REINF.
<br />LAP 48 BARS O's, TYP.
<br />%" EXPANSION JOINT
<br />4" CONC. SLAB &
<br />REINF. PER PLAN
<br />T.O. SLAB
<br />+- + ° + d a— +
<br />SEE ARCH.
<br />VAPOR BARRIER
<br />d
<br />° d
<br />O ° ° ° d °
<br />V °
<br />cn d d
<br />ed
<br />3" C R.
<br />EQ. EQ.
<br />2'-0" CONT.
<br />09
<br />3 Section
<br />SCALE: 3/4"= 1'-0"
<br />520.33
<br />FIN. GRADE PER
<br />SITE/CIVIL PLAN
<br />(3) #5 CONT. w/ #4 @ 16" O.C.
<br />TRANSVERSE, TYP.
<br />@ CMU Wall
<br />6" THICK CONC. SLAB &
<br />REINF. PER PLAN, TYP.
<br />(4" SLAB @ "SIM.")
<br />BRIG. WALL BEYOND
<br />PER PLAN, TYP.
<br />4" CONC. SLAB &
<br />245 CONT. X OPENING REINF. PER PLAN
<br />WIDTH, TYP.
<br />T.O. SLAB
<br />+-+ - SEE PLAN
<br />°
<br />°d
<br />8" CMU, TYP.-� VAPOR BARRIER, TYP.
<br />#4 DOWEL @ 16" O.C. IN SOLID
<br />d GROUTED CELLS POURED
<br />d a MONOLITHIC w/ SLAB. PROVIDE ACI
<br />o d STD. HOOK. TOP & BOTTOM, TYP.
<br />V
<br />M 4 °
<br />N. 8d d m
<br />3" C R.
<br />EQ EQ (3) #5 CONT. w/ #4 @ 16" O.C.
<br />TRANSVERSE, TYP.
<br />2'-0" CONT.
<br />2 Typical Interior Footing @ Corridor
<br />2 0.3 3 SCALE: 3/4" = 1'-0"
<br />FILL PIPE BOLLARD w/ CONCRETE I �?
<br />& DOME PER ARCH. DWGS., TYP.
<br />d °d
<br />°
<br />d
<br />d d
<br />6"0 PIPE BOLLARD PER o
<br />ARCH. DWGS., TYP. `t
<br />°°
<br />6" THICK CONC. SLAB &
<br />REINF. PER PLAN, TYP.
<br />T.O. SLAB
<br />SEE ARCH.
<br />d
<br />d d
<br />°
<br />16" 0 FOOTING @ �t
<br />BOLLARD, TYP. N
<br />L4,
<br />4 °
<br />d -
<br />° °
<br />4 Section @ Bollard
<br />S2SCALE: Y4" = 1'-0"
<br />0.3 3/
<br />244 CONT. IN -
<br />SOLID GROUTED
<br />BOND BEAM
<br />FIN. GRADE PER
<br />SITE/CIVIL PLAN
<br />#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />STD HOOK BOTTOM DOWELS TO
<br />MATCH & ALIGN w/ VERT. REINF.
<br />LAP 48 BARS O's, TYP.
<br />1z" EXPANSION JOINT
<br />6" CONC. SLAB &
<br />REINF. PER PLAN, TYP.
<br />°
<br />+— + t-4+
<br />d — t—°+—
<br />J d
<br />—I °
<br />1=� I I I II VAPOR BARRIER
<br />° d
<br />° ° °
<br />° d °
<br />gd a d
<br />3" CLR.
<br />EQ. EQ.
<br />3'-0" CONT.
<br />2-#4 CONT. IN
<br />SOLID GROUTED
<br />BOND BEAM
<br />#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />STD HOOK BOTTOM DOWELS TO
<br />MATCH & ALIGN w/ VERT. REINF.
<br />LAP 48 BARS O's, TYP.
<br />%" EXPANSION
<br />6" CONC. SLAB & JOINT
<br />REINF. PER PLAN, TYP.
<br />T.O. SLAB
<br />SEE ARCH. d ° ° ° ° 4
<br />—t —+4 —+ °—+ °+ a t— += t—d is
<br />-�-� �- III-�-� (�-1 VAPOR BARRIER
<br />VAPOR BARRIER
<br />� ° d
<br />° d
<br />° d °
<br />°
<br />V °
<br />rn ° d °
<br />3" CLR.
<br />(4) #5 CONT. w/ #4 @ 16" O.C. EQ. EQ.
<br />TRANSVERSE, TYP. 01
<br />T-0" CONT.
<br />7 Wall Section
<br />SCALE: Y4" = P-0"
<br />520.33
<br />244 CONT. IN -
<br />SOLID GROUTED
<br />BOND BEAM
<br />HANDRAIL & CONNECTION
<br />PER ARCH. DWGS., TYP.
<br />145 CONT., TYP.
<br />CONC. SLAB W.W.F.
<br />T.O. SLAB � V
<br />SEE ARCH. °d ° '
<br />+ + + -a-� +�- + + + + d + + +
<br />d -77
<br />—� 1—T 1—III-
<br />1 1 l=1 VAPOR RETARDER"—�
<br />FINISHED —
<br />GRADE SEE
<br />CIVIL DWGS.
<br />#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />Q)
<br />4-1
<br />+j
<br />1A
<br />ro
<br />L
<br />_0
<br />!L
<br />01
<br />C
<br />+j
<br />3
<br />U
<br />U
<br />C
<br />0
<br />U
<br />U
<br />ro
<br />0
<br />ro
<br />ro
<br />U
<br />0
<br />0)
<br />C
<br />4,
<br />C
<br />,c
<br />T.O. SLAB )
<br />SEE ARCH. y
<br />ro
<br />0
<br />U
<br />V
<br />(4) #5 CONT. w/ #4 @ 16" O.C. C
<br />A
<br />TRANSVERSE, TYP.
<br />8 Wall Section
<br />SCALE: Y4" = 1'-0"
<br />520.33
<br />�#6 VERT. @ 24" O.C.
<br />IN SOLID GROUTED
<br />CELL, TYP.
<br />STD HOOK BOTTOM DOWELS TO
<br />MATCH & ALIGN w/ VERT. REINF.
<br />LAP 48 BARS O's, TYP.
<br />Y2" EXPANSION JOINT
<br />CONC. SLAB &
<br />REINF. PER PLAN
<br />° d °
<br />°
<br />+— t—
<br />d d d
<br />-III—_
<br />III I I-i VAPOR RETARDER
<br />a d d
<br />t t a t + t +
<br />° d
<br />-A°
<br />° d
<br />° 4
<br />°
<br />—III-III-III
<br />III— _
<br />O 4 ° °
<br />-
<br />O
<br />-
<br />° ° ° d
<br />IIIIi
<br />VAPOR BARRIER
<br />V ° ed °°
<br />1
<br />3' C R.
<br />3" CLR.
<br />v g" #4 CONT. BOTTOM, TYP.
<br />-
<br />EQ. EQ.
<br />3-#5 CONT. w/ #4 @
<br />EQ. EQ.
<br />in
<br />18" O.C. TRANSVERSE
<br />ol
<br />1'-8" CONT.
<br />T-0" CONT.
<br />5
<br />Typical Thickened Slab
<br />9
<br />Section @
<br />Wall
<br />& Landing/Railing
<br />52 0. 3 3
<br />SCALE: Y4 = 1'-0"
<br />52 0. 3 3
<br />SCALE. Y4' = 1'-0"
<br />445 CONT. w/ #4 @ 16" O.C.
<br />TRANSVERSE, TYP.
<br />T.O. SLAB
<br />SEE ARCH.
<br />E
<br />E
<br />c
<br />— N
<br />ro
<br />U
<br />a
<br />ro
<br />v
<br />C
<br />4J
<br />L
<br />3
<br />a
<br />E
<br />0
<br />U
<br />4-j
<br />U
<br />v
<br />0
<br />ra
<br />.4.
<br />4J
<br />O
<br />C
<br />0
<br />ro
<br />U
<br />L=
<br />,V
<br />a
<br />C
<br />ro
<br />ro
<br />a.
<br />N
<br />04
<br />Q)
<br />0,
<br />-
<br />Q)
<br />C'
<br />W
<br />b4
<br />0'
<br />N
<br />.0
<br />P
<br />4.
<br />0
<br />4�
<br />C
<br />4.j
<br />0
<br />a
<br />J
<br />Y
<br />t)]
<br />W
<br />FORUME
<br />ARCHITECTURE &
<br />z INTERIOR DESIGN, INC.
<br />237 S. Westmonte Drive, Suite 220
<br />Altamonte Springs, FL 32714
<br />407.830.1400
<br />www.forumarchitecture.com
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />I
<br />- -;
<br />2965 WEST STATE ROAD 434, SUITE 100 . LONGWOOD, FL 32779
<br />TEL 407/682-2086 111 FAX 407/682-2386
<br />WWW.SCD-ENG.COM
<br />i o�Og�,�80�Bp�OPdP
<br />ono a sc�O��o��
<br />E
<br />o N o
<br />o 0
<br />e e
<br />��7
<br />o`er a TiAT OF C9�
<br />RMP-
<br />�ON L
<br />eaa000e��°°
<br />Robe . Scroggins, P.E.
<br />FL Registration No. 56158
<br />This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
<br />considered signed and sealed and the signature must be venfled on any electronic copies.
<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 />0
<br />W Structural Sections &
<br />0
<br />Details
<br />W
<br />I—
<br />z
<br />co
<br />W
<br />1
<br />D
<br />h
<br />U
<br />W
<br />i-
<br />T
<br />U
<br />z
<br />::) S20-33
<br />fy
<br />LL
<br />0
<br />
|