HomeMy WebLinkAboutS-0726221
e
4
3
A
II'1071
3 HB CONT
PROVIDED BY
PUMP MFR
NOTE: • INDICATES DIMENSION TO BE
VERIFIED WITH PUMP MM
If A L . U
/5,• 12
(tea-
$ (TYP) r1 . B 12 Ew
Frm
Fall F. I ❑ ❑ i EL 125.67
SEE SECT 6/S wow
i {
--
PUMP WRDY
4
- TS6x0
COLUMN
(STRUCTURAL
TUSING)
- TDIETTAIILL F /57
% (TYP)
CUTOUT
BUTT WELD
ALL AROUNL
IL U4w 1 /e• ROOT
IL
e ML MOISTURE PROOF
OVERLAY AND e' DRAW ROCK
F.OR REINF.
SEE SECT 1/S4
� o.a•THNaLNESS,
WHITE GRD COME-
^ s•
N �
OMP EDGES AT x.15 (TYP TOP
GUTTER (TYP) AND BOTTOM)
SECTION 3
SCALE: 1/4'-1' -0" SJ
SUPPORT SUPPORT
6' -0• (s_o• oR o• -o•� aPnoNAL o±o PA�L�
1_iTYP)- 4• (TYP)
.75'
y, ( 0.09• THICxNESS
EMBED GRID 0011E TYP ^ 16. pA o SKINS ( 1 - WHITE GRD CORE
(Nyp)FACE SKINS N (TTp� --
- - 15 (tYP TOP
FIBERGLASS REINFORCED SHEET AD BOTTOM) FIB III&8S 01MFORCED SHEET
AND BONDING LAYERS AND eoNDCMO LAYERS
1
0 AS -BUILT
A
I
/
I
I
i
N YMB "am
0 ez
5. MINIMUM SZE OF WELDS SHALL BE N ACCORDANCE WITH
AISC SPECIFICATIONS UNLESS OTHERWISE SHOWN.
D.1p:�! 11 ^IL
�I1•IA:+•^ tr.••., {,DIED' A
Brown Old Cddwel
Consultant
Seattle. Washington .,`n' ,••ul av Iwl.:•NII
B C
CITY OF RENTON
DRPARTYENT OP PUBLIC WORILB
D
E
1
t M UR It bil lidi fil i et to Is" Clow tbas Me
.beat it is Mw to the yotit7 of the ~"I McoMt, t
9z sz yz ca at It OZ at at 4► at t► '01 c► at ►► 01 s •
F A D
OVERHAND INTERNAL
END DAY COL. BAYS
r �3►'
I
r -•� I
W -0. OR N -0• 6' -0•
SEE
TS0x6
r
4 -s /e•a '
SS BOLTS
GRIND FLUSH,
ND
L
SA SIMOOTH
DETAIL
SCALE: 1 1 1Y -1'7V
OVEIWANO --
ENDS COL
11
F-
ID
I
I
I
TS 7% 5 X 1 /4 CONNECIIOH SLEEVE
WITH SMM PL.N'tTE OR BENT PLATE
TO SUIT TS e x e
SEE PLAN - - I - - - - - -- -�+
' I-
I ii ' -- -tsex11 - T Jr r
I I ,
I - 5/e• DIA
d• SS BOLT_ —
Typ
I
TYP
I 45
12 TS6x6
TS xe 1O
s7 i I
57 ;
{-
i
- Tsexe ;
TS5X 5x1/4 !
{ CONNECT SLEEVE
WITH SHIM PLATE
OR BENT PLATE
TO SUIT IS 6 X 6
DETAIL D
SCALE: 1 1/2• -1' -0' S4
Ar HnUt Dnwins -
a«or�pnel BIBe,o�� for
i !Iff
W. MAN *METRO KUASOIP•u1f Of IULMOPO1PAn 39 &tt .
FEB 1993
CAD TEAM DE BOEING CHILLER CODUNG WATER SUPPLY SYSTEM 6956SOO1.OWO
.0+11.11, AS NOTED PUMPING STATION
J.tWARBURTOH DETAILS AND SECTION
W/M 15-93 I ,
F G H
5
4
3
2
10,- ,- ,- I- ,- ,- N-�1•I- , -I•I•( 112+
1 MI�INHIwIMIF
( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII�IIII�III � �`•
.,,� � +•new. ., , '"W'���I��"• -
NOTES:
2
FIBERGLASS SHELTER ROOF
FIBERGLASS SHELTER ROOF*
1. SHELTER ROOF FACE SKINS SHALL BE
�FTRA
SECTION 4
SECTION 5
Fl�C� ACRYLIC- POLIESTER
MANUFACTURED LIEN L
io w1E
SCALE: 1/2'.1• -0' S5
SCALE: 1/2'•1' -0" S5
iE i METRO. OBE wWAiLULL
RESIN SURFACE WEATHER COAT ON TOP SION.
. -Q.
2. CONTRACTOR SHALL VERIFY ALL ROOF PANEL
DIMENSIONS
_
BEFORE FABRICATION.
!
TOP AND BOTTOM WITH
I
3. FABRICATED CUTTERS AND BATTEN SHALL BE
,4
VINYL BULB SEAL AND
�'!
STANDARD SYSTEM PRODUCT AS MANUFACTURED
55
•I
SCREWS BY ROOF
MANUFACTURER
jl
BY CEMCEL.
t,l
FSERCLASS
STEEL STRUCTURAL NOTES:
I
I I I SANDWICH
1. UNLESS SHOWN OTHERWISE. DETAILING. FABRICATION AND
1
I I 111 ROOF PANEL
EREC17ON OF SHALL BE IN
- - -
WALL ITH AIM OF STEEL CONSTRUCTION
-
I
9TH EDITION.
S
FIBERGLASS SANDWICH ROOF PANEL
4' x e' GRID PATTERN - GUTTER EDGE
2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM AX
ALL STRUCTURAL STEEL TUBING SHALL BE ASTM ASOO
S5
TO BE VERIFIED
GRADE D
IN FIELD
FIBERGLASS SHELTER ROOF PLAN
3. ALL STEEL MEMBERS SHALL BE CONNECTED WITH 3/4 DIA
ASTM A325 N HIGH STRENGTH BOLTS UNLESS SHOWN OTHERWISE.
DETAIL A
DETAIL B
4. ALL STRUCTURAL STEEL MEMBER SPLICES SHALL BE FULL .
SCALE: NO SCALE S4
SCALE NO SCALE 5•
PENETRATION GROOVE WELD.
1
0 AS -BUILT
A
I
/
I
I
i
N YMB "am
0 ez
5. MINIMUM SZE OF WELDS SHALL BE N ACCORDANCE WITH
AISC SPECIFICATIONS UNLESS OTHERWISE SHOWN.
D.1p:�! 11 ^IL
�I1•IA:+•^ tr.••., {,DIED' A
Brown Old Cddwel
Consultant
Seattle. Washington .,`n' ,••ul av Iwl.:•NII
B C
CITY OF RENTON
DRPARTYENT OP PUBLIC WORILB
D
E
1
t M UR It bil lidi fil i et to Is" Clow tbas Me
.beat it is Mw to the yotit7 of the ~"I McoMt, t
9z sz yz ca at It OZ at at 4► at t► '01 c► at ►► 01 s •
F A D
OVERHAND INTERNAL
END DAY COL. BAYS
r �3►'
I
r -•� I
W -0. OR N -0• 6' -0•
SEE
TS0x6
r
4 -s /e•a '
SS BOLTS
GRIND FLUSH,
ND
L
SA SIMOOTH
DETAIL
SCALE: 1 1 1Y -1'7V
OVEIWANO --
ENDS COL
11
F-
ID
I
I
I
TS 7% 5 X 1 /4 CONNECIIOH SLEEVE
WITH SMM PL.N'tTE OR BENT PLATE
TO SUIT TS e x e
SEE PLAN - - I - - - - - -- -�+
' I-
I ii ' -- -tsex11 - T Jr r
I I ,
I - 5/e• DIA
d• SS BOLT_ —
Typ
I
TYP
I 45
12 TS6x6
TS xe 1O
s7 i I
57 ;
{-
i
- Tsexe ;
TS5X 5x1/4 !
{ CONNECT SLEEVE
WITH SHIM PLATE
OR BENT PLATE
TO SUIT IS 6 X 6
DETAIL D
SCALE: 1 1/2• -1' -0' S4
Ar HnUt Dnwins -
a«or�pnel BIBe,o�� for
i !Iff
W. MAN *METRO KUASOIP•u1f Of IULMOPO1PAn 39 &tt .
FEB 1993
CAD TEAM DE BOEING CHILLER CODUNG WATER SUPPLY SYSTEM 6956SOO1.OWO
.0+11.11, AS NOTED PUMPING STATION
J.tWARBURTOH DETAILS AND SECTION
W/M 15-93 I ,
F G H
5
4
3
2
10,- ,- ,- I- ,- ,- N-�1•I- , -I•I•( 112+
1 MI�INHIwIMIF
( IIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII�IIII�III � �`•
.,,� � +•new. ., , '"W'���I��"• -