HomeMy WebLinkAbout12I -FUTURE CONIC SLAB
KO BOND BM -7
T SLAB
OQ
• CITY CENTER
(2) #5 CONT C A R M E L
G 2'_
"PEDCOR DESIGN GROUP
�'� EDGE OF CURB MASONRY WALL (MW) V) III/—Architecture I P Mana menta
N 1'-414' 14"0 x 4 HD g pjo 9
MASONRY WALL MW DOW WALL REINF STUDS O 2'-0" f- CONIC SLAB Camel, rndiana 480e
( )-EPS FOAM SLAB DONEES TO MATCH 335 Ride int Dnve
SEEARCH
CFS STUDS ~ t-#5zti�012' OC 317705.7979 (phone)
VOCUY WATERSTOP RX _ SLAB,-� Vi 2012 \ ( / 317 705.7980 (fax)
1 VIWF
DOWELS -MATCH RDNf - + 0'-0" VENEER :i )4` EXP JT MATERIAL T ALL / �• u,Y 1uq
PER SCHEDULE / _SEE PLAN )-
-D-51 T CONIC
D-51 DBR -LAP / -....
FUTURE GOING
SLAB ( ):'r<6rgTEREO ?r ;,,
' LENGTH PER SCHED • �' �� `< ' � s V ` • -
�� — a No.
. - HECKMAN 12 GA x;315 -D -� r +(2'-0`) a WjEL TOP OF SLAB AT O 86 325
ANCHOR PLATE w/3(e x5' ELEVhTOt PERIMETER SILL ANGLE - BY O
/316 TR ANGLE TIES 0 (5) jW CONT �/3 'U' BAR 0 12" OC MAY NOT BE EQUAL ON ELEVATOR SUPPLIER s*No or
I,I 2'-6" OC v_� -EPDXY EMBED 6' SLAB STEEL (BEYOND) ALL SIDES. VERIFY GRANULAR FILL
0-52 DBR 90*INTO EXISTING / y T/CONC WALL DEV AND
J HOOK BAR #5 m SLAB STEEL CONT GONG WALL (CW) ,
FOAM BACKER ROD i SLAB ELEV ON PLAN. -�
$SEALANT VARIES -BEAM THRU BEAM -7.
KO BOND 8M w SEE PLAN 4• -EPS FOAM / / BEAM TOP STEEL GONG INFlLL. VERIFY
(2) /5 CONT /-� '<-------------- / T uAg SUMP RECESS TO BE / /
T CONIC w ELEVATOR
F--�---- - +(0; 0•)� • CAST IN CONIC INFlLL, MFR -SLOPE TO SUMP PERFORATED DRAIN -
s' - 2"z4` SHEARKEY w ♦ COORD SIZE w/ . . SEE PLUMBING DWGS wrrn•u Romt 1mac Rnas xmww cowwrwrts
/ ELEVATOR MRF DOWELx 012' OC .o�m •."r
S E C T I 0 N VOLCLAY WAIERSTOP RX
D
-�- T.RP T/SLAB
_ _ _ _
(TYP) -(SEE PLAN)-
SECTION
LAN)Q E
n
,3 SECTION 0g l O O
SCALE: 31 = t'-0" __rr s_�. : 840 SCALE: �4 = t'-0" I _
p� os1 B40 T/MAT
I. -(SEE PLAN)$
X180' HOOKS
T COL - I• y EA END
-2-4
„r OG BEAM -SEE SCHEDULE
--
2'-0' 0' O
. � FOR �RD q
�___-- 1—_j • - NT SII
(4) VO HILR _..SEE PLAN
HAS RODS r JAMB STEEL COLD JOINT-- FUTURE PC CONST ' ' -MAT FOUNDATION
/ '� PLACE (3) TIES 0 3" OC - COLUMN j -�
PL -0` - ABOVE $BELOW COLD JOINT _ a PILE - SEE
HIT HY150 MAX % TYPICAL ELEVATOR PIT DETAIL 0,
5 EMBED .. _ FOR REINF
+ 1'-0` PC COLUMN (NIC) :-CAST IN PLACE COL -
- -_-
e p -GRADE BEAM 4 1'-4"
—cLAss B SPLICE
SCALE: �," = 1'-0' DEr#De2_z5051 B40 KEY PLAN
T(SEEPLAN)' -�ii SECTION 05 sca.e:Nrs �I
_ -- — - _ - - _ _ -4 SCALE: 44 = t' -O" PUN NwaN
-I 1 • -- DET#037_25051 B40 MASONRY WALL(MW)Developer.
_.- - Pe
^ P E D C O R
` J DOWELS TO MATCH
GRADE BEAM (NIC) -_ FUTURE SLAB BEYOND VERT REINF, LAP
1 1 ( ) 48db. (TYP)
PROVIDE CLASS B LAP
74 3>f' 314' —I
BEAM BELOW
JAMB STEEL PLAN DETAIL @ 40404 CONDITION ,4
SCALE: 1W = 1'-0" D�-yv' __._ 840
JAMB STEEL PLAN DETAIL @ 51SB404 CONDITION ,5
SCALE: 1%" = 1'-0" 1�840
SPLICES IN COLUMNS SLAB BEARING 8' CMU w/�5 DOWELS O SHAFT DEVELOPMENT CO.
CONC PIER AND PIERS COLUMN 32' OC - EPDXY 3` INTO SLAB
T SLAB I SLAB - GROUT SOLID SLAB T CONC
TIES TO MATCH COLUMN +(2'-0) r T( PLS) --(.E P ) 1 t.
i
COLUMN AND PIER AND PIER TIES
DOWELS, TYP - BOND BEAM
1
i'
EO EO
DOWELx 0WALL VERT SPA
t .: - -
PG — T CONIC WALL (CW) ,
T-0"/1313
N' ;$' +(0SEE PLAN)-
.If I•. �! : (EYOND) •il
__ __ _ _ •,iii, _ _ __ _ _ 2'x4' SHEARKEY
Uj
��. .(• ' GRADE BEAM (GB) OR
WALL FOOTING (WF) - •. '
-PILE GROUP SEE PLAN co
U
i
i.
-- -(2'-" SECTION (g7 M W8 oz c°
_ BEAM -SEE SCHEDULE (3) SPA 0 3' (TYP) SCALE: Y4 = 1'-0` DET#025_25051 840
FOR REINF vi
7 COLD JOINT __. _
—COLUMN
U �^
-2' 1 -2'
1 SLAB STEEL NOT SHOWN �
LL
FOR CLARITY, SEE 58601 REINF ALL INTERIOR MASONRY _
WALL OVER 12'-O' HIGH w/ L
-SEE 13/58403 FOR SECTION 06 #5 O 4'-0" OC AND i CMU WALL • M
PILE & PILE CAP REINF U
SCALE: 4a" = 1'-0" DErg03925051 640 x�n DOWELS, UNO
1 0 IBANHETO BE TWICETE W
SECTION 0 n
SCALE: 3'a" = 1'-0" MASONRY WALL (MW) Y SLAB THICKNESS CALLED
-goya_2;051 840
RFBAR AND DOWELS PER \ -FUTURE CONIC SLAB WT ON THE PLANS
z SCHEDULE T SLAB (3) #5 CONT li
KO BOND BM w/ +(2'-0")
F (2) 15 CONT
18' SQUARE OPENING z , EPS FOAM
v 3•_0•
L 1)4°xl 4%xXs w/ (2) -� /__- 16"x14^ FRAME k, _
14`0 HS PER SDE \ SADDLE CLIPS S; Y' SELF - � T� TYP THICKENED SLAB (� MASONRY WALL 0s
DRILLING SCREWS; (4) TOTAL +0-0 • • •
° 4 SCALE: 4'4" = 1'-0" CONC-00_25051 1§142yraw
T STEEL BAR GRATING �-1'x )¢" CONIC BEAM—/ r. ,
14'0 x 3)4` EMBED, HIL➢ 2'-A�'
' CONCRETE SUMP PIT KB III 0 EACH PLATE ED R
�.�-. SEE ARCH . 2'-6" _
MASONRY WALL (MW) f 1 Esq pos BID SET B.200
REBAR AND DOWELS PER B" CFS SND
SCHEDULE
N PROVIDE Y" CLEARANCE ,BETWEEN GRATING KO BOND BEAM \ _ ^ VENEER----- �)4° EXP JT MATERIAL Issue Date Drawn By Checked By
j�
AND INSIDE FACE OF SEAT ANGLE (ALL AROUND) w/(2) /5 CONT \\-PL14"x �I x0'-4° 1•_0•x1•_2• 12/oaros LKM JAF
_
;0 EA GROUTED CELL w/ GONG CURB CONIC SLAB Revisions:
0 z 1)r EMBED, HILTI
SECTION SECTION HLC SLEEVE ANCHORS 07 (2) a CONT 1 T SLAB
11+(2'-0')
BOTH ENDS EMBED 6' STEEL BID SET 5.200 05/23/08
SCALE: Y4` = 1'-0" SCALE: 4'a" = i'-0" UE T ry05U_25051 B40 �) 0 12" OC " #5 0 12. DC,y�INTO EXISTING 1 ADDENDUM #a01 0rV2oroe
J56_ 3650 B40 i T#8 CEPS FOAM
T CONIC E51 #003 07/17/08
F- FUTURE CONIC SLAB „+' c� • +(1 D") E51 #005 0911 1,0e
aL 11 -SLAB STEEL
b}
KO BOND BM ;,n-_ T COIC KO BOA CONT .� 1'-<' « . • '. +(0'-0")
`EPS FOAM r�
w
SLAB i 1'-0' Project Number
MASONRY WALL( \ I I /Szi ' 012 OC
TLSLAB 1
25051
EMBED 6` INTO EXISTING BEAM
DOWELS - MATCH REINF -
I" COMPRESSIBLE- PER SCHEDULE • Sheet Title:
FlLLER /-BOTT OF STRUCTURE
SECTIONS AND
DETAILS
HECKMAN 12 GA X315 -D --� �
-L3x3x%"xO' 4` LG O 48' OC ANCHOR PLATE w/3(e x5 PRECAST STRUCTURE
WELD TO STEEL BEAM WITH /316 TR ANGLE TIES 0 (NOT IN CONTRACT) Sheet Number
)6' FILLET WELD OR FASTEN 2'-6" OC \ I COLUMN BEYOND
CMU WALL BUILD UP TO -' TO STRUCTURE NTH J4"0 `BEAM
BOTTOM OF STRUCTURE SLEEVE ANCHOR
KO BOND BIA w/
(2) /5 CONT
TYP CMU PARTITION ANCHOR DETAIL(D SECTION oa SECTION 04
SCALE: NTS - B40 SCALE: 4x4" = l'-0" DETp042_25051 B40 SCALE: Y4" = 1'-0" DETg08e_25051 B40