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S7 I I I i O O1 FIBERGLASS PANEL BY CENCEL. (TYP) SEE A/S5 5
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S. x 6' O DRILL 2' CIA HOLE AT COLUMN FOR DOWNSPOUT
OR PLUG. SEE DETAIL H /S7
xt /1• Q DRILL 0.5' WEEP HOLES AT EACH CMAM FOR
DRAINAGE.
6' x 6' x 1 /{' 6' X 6' X 1/4' 6' K 6' X 1/4' : K 6' X 1/4' 6' x 6' K t / {' 6' x 6' X t / +' 6' X 6' x 1 /{' 6' X 6' X 1/4' 6' x 6' x 1/4 O ALL MEMBERS SHOWN ON ROOF PLAN ARE
STRUCTURAL STEEL TUBING.
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DD - 00 DO DO DO DO 00 DO 00 00 END JOINT DETAIL 0/57 FIBERGLASS dt� �
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DETAIL C/ S5
EL 7.6.00
1' x14 — _- .xelxt / +' e'xe x1/4•- x6 x1 /{ a x6 x1/4 SEEDEie a x61 x1/4 a xe x1/4, EL 137.00-
cau►61 �►— 4 6'0 �r °-0 .p.- -a' o . —�� _ • —_V-0_ 61 -0 -h ° !' =0- DOWNSPOUT
CONTRACTOR MAY SUPPLY 1
6 -0• WIDE PANEL S4 13
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( FELD MERIFI) I HP EL 126.67 "� I I EL 128.84_ KITH CUTOUT
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EL 125.99 L iT'1 aµ -_ LP EL 126.42
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BY CONTRACTOR -- DRILL 7 /e' D41 X 6' DEEP Ia • 12 EW =�• i '
MOLES FOR 04 0 24' EW -FOR REINF,
WITH EPDXY GROUT (TYP) , .;'� - SEE MECHANICAL SEE PLAN I 6 ' FOR SLIDE 2 b (�) �- D� AND SEAS 305 (Twj Cam) 12 a 12867 2 _o n 12s.e7
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•, I I +I I IE 118.75
MATERIAL �
2
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05 0 12
' AT SUMP NOTE: • INDICATES DIMENSION TD BE
VERIFIED WITH PUMP MFR. N • 12 EW H"
p at a EW EL 11350
MOISTURE PROOF 9" bw
SECTION SECTION n ra•..�6>�..�.
SCALE: 316'-1' -0' SJ
SCALE: 3/a'•1' -0 p S4
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W. MAN *METRO MuclpBt> oI MtroPoLt.n Seattle FEB 199.
Brown and ClidwN
eaElNO CHILLER cOaLwo WATER SUPPLY SYSTEM C EO DE
PUMPING STATION 6956SO04.DWG
o As -BUTT Ba 1/94 Seattle. Washington CITY OF RENTON ` ” ` °f As NOTED
bN4L c L wARBURTON SECTIONS
DZPAIIT"Wvr OF PUILIC W081K1 ACS •=j n W/M 15- 93
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