My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD 2020 BLDG 40-58 Plans 2023-01-27
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 40-58
>
Plans
>
3003 W CASINO RD 2020 BLDG 40-58 Plans 2023-01-27
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/27/2023 3:09:30 PM
Creation date
1/25/2023 1:44:46 PM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-58
Permit
B2002-042
Year
2020
Notes
PGB STRINGER BLADE FORMING-BOEING #40-58.1
Address Document Type
Plans
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
46
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
TYP 4 <br />OPP _ <br />S522-1 <br />HAN D <br />m <br />4' <br />FOUNDATION BEYOND — ! i I <br />1 I -op <br />ram <br />S E u"T 10 N <br />SCALE: 3/4"=V-011 <br />m <br />E <br />BOND BREAKER <br />45 VERT. BAR @ 12" O.C. W/ STD <br />UMV @ BOTH U:Klr) EA. WAY <br />#5 HORIZ. BARS @ 12" O.C. <br />TUNNEL PENETRATION, SEE MEP <br />DRAWINGS FOR SIZES AND LOCATIONS <br />CAST IN UNISTRUT P-3200 WITH HOT DIPPED <br />PREGALVANIZED FINISH AT TRENCH WALLS. <br />SPACING SHALL BE 4'-0' O.C. LINO, MOVE VERT i <br />REBARS TO CLEAR UNISTRUTS WIT¢i 2' MIN (TYP) <br />A <br />SCALE: 34'44' <br />m <br />2'; <br />CLR <br />#7 @ 12" O.C. TOP & BOT -J <br />L3x3x1/4 CONT W/ 1/2'0 x 5' <br />LG. H.S @ 18" OC— <br />TRENCH COVER PLATE <br />PER TYP DETAIL <br />PROVIDE 5/16" 0 HOLES @ 4-4' <br />O.C. FOR ATTACHMENT TO <br />FORMS, CONTRACTOR VERIFY <br />SCALE: 11/74-0" <br />1 Lo' <br />Aq A* <br />4 <br />4 <br />COMPACTED FILL OR GEOFOAM EPS29 (1500 <br />PSF MIN COMPRESSIVE STRENGTH) FOAM FILL, <br />MAY ALSO BE POURED SOLID CONCRETE. <br />1/4" GAP <br />11/4" CONT BAR (THICKNESS TO <br />2MATCH PLATE THICKNESS) <br /><7 <br />zn A zl <br />A-- <br />mvilmll <br />S522-1 <br />SEE SLAB PLAN FOR <br />JOINT TYPE <br />5 <br />.4 <br />4 A <br />A 0 <br />COMPACTED FILL OR GEOFOAM EPS29 (1500 <br />PSF MIN COMPRESSIVE STRENGTH) FOAM FILL. <br />MAY ALSO BE POURED SOLID CONCRETE. <br />S522 18522-1 <br />CONSTRUCTION 'NOTES. <br />CONTRACTOR TO CORE TRENCH AND TUNNEL WALL, SEE MEP DRAWINGS FOR CORE <br />LOCATIONS AND SIZES. <br />w CD <br />� __ <br />CD <br />FILL VOID W/ FLD(CRETE <br />FASTFILL, PER MANUFACTURER'S <br />n^1 AR Ark IMA 7[n0.1fl <br />TYP <br />S522-1 <br />43- <br />COMPACTED FILL OR GEOFOAM EPS29 (1500 <br />PSF MIN COMPRESSIVE STRENGTH) FOAM FILL. <br />MAY ALSO BE POURED SOLID CONCRETE. <br />V-6" ROUGHEN SURFACE TO 114"AMPLITUDE <br />(DO NOT ROUGHEN AT WATERSTOP, TYP) <br />T-7 WATERSTOP (TYP) <br />PNA ARMOR -EDGE <br />n2e JOINT ASSEMBLY <br />CONCRETE SLAB <br />(E) T/ SLAB <br />EL 100'-0" <br />I <br />#7 @ 12" O.C. <br />COMPACTED FILL OR GEOFOAM EPS29 (1500 <br />PSF MIN COMPRESSIVE STRENGTH) FOAM FILL. <br />MAY ALSO BE POURED SOLID CONCRETE, <br />mmim <br />IDS Gw <br />ITT <br />WELD <br />T. 0. SLAB <br />_u <br />
The URL can be used to link to this page
Your browser does not support the video tag.