HomeMy WebLinkAboutW-041909LEGEND __.. - -- - - -- -- - - -- - - - -- - --
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MIODLE 57A2 /P COLUMN STPIP M/OOLE ST2JP COLUMN ST/Z/P MIDDLE ST JP Ec E ST,2; n SHELL�a
r4oTES:
I. MINIMUM CONCRETE FIELD STRENGTH AT 28 DAYS
SHALL BE 3000 PSI.
2. SUPPORT COLUMN VERTICAL BARS AND FORMS AS
REQUIRED. PROVIDE POSITIVE INTERNAL SPACERS
BETWEEN SPIRALS OR TIES AND FORMS TO INSURE
UNIFORM COVER OF 1;" AS SHOWN. METHOD OF
SPACING SHALL BE SUBMITTED FOR REVIEW BY
ENGINEER. —
3. ROOF SLAo BARS SHALL BE 'S, CLEAR OF TO OF
SLAB AND 01Z' CLEAR OF BOTTOM OF SLR^. o �N
4. SPLICE ROOF SLAB BARS I' -G' MINIMUM WHERE
INDCATED.
5. TRANSVERSE SLAB REINFORCING (NOT SHOWN) SHALL
BE IDENTICAL WITH REINFORCEMENT INDICATED. 5ENOV4ZT• e
00" INTO TO/
G. ALL REINFORCEMENT SHALL BE SYMMETRICALLY AND SLAS CTYP
UNIFORMLY 01 STRIBUI'ED ACROSS COLUMN OR MIDDLE
STRIP INDICATED. PLACE ALL REINFORCING ON
ENTIRE ROOF AREA AND CONSTRUCT ALL CONSTRUCTION
JOINTS IN ROOF SLAB PRIOR TO PLACING ANY CONCRETE.
- A�fou/vco 6Lor4E wI S,HC, T ,?A/7 /U5
2 V2 "x5" .. TCVL
I�,IOT� = TPOWE L 'rOP OF WALL TO
5P0,^.1GE !Ua5E- I-A� O �: ° 2 m F2OVI12E SMOOjr-I SLX -FACE,
��'(�° Q ' c� .: S =GU27✓ .2USF3E2 p9D
!17P OF WALL 'aP0NGE 2U58EP- TO TO°oF KALL
oL• 19772 WITH AN AFFP -CVED WATE2t reooF
I '�4`GHAMF6,E HDHES/Vc. ALL
'� °' FO M !O� /p w/ GP-EVICES BETWEEN ZU�E2
Q f3PE2T PAb, o PADS SNALL i5E CAULIGEL7
CONY,) l2 HALF 2GYJN0 AS SPEGIFI,=o. F,CEVENT
MOVEMENT OF PAIOS DUe /NCB
TO! C]F W14 LL g/7
7 - #E5 GL05EO I � 2 - %2 "� x l8° O A, S, B�/p TO LAP
T,`ES \ Y'11 N1 SLAB eE /NF
2 *7Ty,5 GAP 2 %2 "�> W r->A,S, p�
SPLICE 2' -Co ". HOQ /Z. @ EA. ANC /0 x 12 ° TE_FLON. PAD BA£5GCYJT FLL SPACE TO /VI qT .i /
I I SEC� /C��� C
-Yp Co'-b "TYP, -
&,, _ /,--o '_ �� C� NOTE : �(_ ��
z' ' 6
TyP� JQ =O" $QUAKE' ( OF GESS
2 #5T I /O #5%G TYPICAL n HATCH 56OW I / P /i°,E O1'A F20/✓/
m > ¢'-0 X CO=O' ALUMINUM
HATCH AS SPEC-/FI E
�_ GABT CAPITAL w/ 10 *48G
G•J, QOOF SLAB �: �� !O #5 P-,G 4'�¢ EACH Sll� i9 ' -
Q;
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#3 TIES G�12" FOIL 1Co'rSquAZE' �lN1SH G2AlOE-5HT.2
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NOTE: EXTFND 5AWAO- T /.`S TO LAODEk. -AILS SA2 2,r 3/5 • Gr' �_ CL R -
BOTTOM OF 90OF SLAS SPACECI 1' - -r✓" PUNCH ,-AILS • G 2•
f?LUGT WELD kL`AIC7S TO leAlLS,
'= 4- R/1 CL f 13 E-4-7- 9 S REIZ SPECS.
ATTACH Ta 4AQCER RIIVC75 /N 3 S @ 12' E, F.
OV/ _ / I
PLACES. NOTCH EACH G-" r -
3 v" 5TO PIPE IEUNGS -I -- 48 t
n _ EQUALLY SPAGEA7, 7 -d'� —b
E oronr ni/
R"(s 12'r I = B ITTEKEO w9LL
@COL, ETC. ONLY - e , _ .. TYP
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i
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5QUA2E 314' CHAMFER P20VIOS GALY, BOLTS 4 WASHE,2S. - ��J °�- 12r'E.F��
(TYp,) SPZEAD •gR.ACKETS TO 30 / SPA. NOTE:, ALT S 4 �/O
S /M, AT INSERTS. LOCATE B- AGKETS
55 N M -PROX, AS SHOWN, AT �!O "MAX. (
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' I V C FLOW -LING ELEVATION YA2IES
LONG C I I °X 2 "x CONT 2UBBE2 nAIJ
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K6Y HOT n V -O" INTO :
r ° SF�n /GS r2U8� H9D5 (T yP.) rr v
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CTYP) SIDE OF OPNC7. C IZ TOP
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SEE Roa'� �z,yv
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NOTE: SEE f7 FOrc' DIMENSIONS
TIES
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SECT/ON
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CH 2M
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