HomeMy WebLinkAboutR_4013129NOTES:
(E) M8 AT BLDG PERIMETER.
PACK NON -SHRINK GROUT UNDER CHANNEL
(CONT) BETWEEN ANCHORS, TYP
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NOTES:
1. WELDING PROCEDURE SHALL ACCOUNT FOR WELDING OF MILD AND GALVANIZED STEEL.
2. AFTER WELDING, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP.
7" (TYP)
3/16
ANCHOR, TYP AT EA
BLDG CORNER. SEE
NOTE 2
PLAN- ,BH BUILDING 4-401 CREW SHELTER
SCALE: 1 /2„= 1 -0 S500-40 N
W
c
12' -4"
PL1/4x52x12'-6", NOTE 2
c-3i
0
J (3.i�
0
,,
CAP PL1 /4,
TYP (4 TOTAL)
co
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N
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N
rL I `tXJ2y,12 —U , IVV I C L
6'-3"
HSS44, TYP
PLAN VIEW
12'-6"
II
II
II
II
II
II
— — — J—I--
ELEVATION
i�
7 TYP
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PL1 /4, TYP
sso�o
WORKPOINT AT
� END OF STAND.
REFER TO SHEET
C500-56 FOR
COORDINATES.
2a:1
S500-4
TYPICAL HAR D STAN D FRAMING
SCALE: 1 /2 = 1'-0"
c
1. ALL STEEL MEMBERS SHOWN SHALL
BE HSS4x4x1/4, TYP, UNO.
2. ALL STEEL MEMBERS SHALL BE
HOT -DIPPED GALVANIZED AND
PAINTED WITH TWO COATS OF
BOEING APPROVED PAINT SYSTEM.
TOUCH UP ALL WELDS WITH ZINC
RICH COATING AND PAINTED.
2'-6" �OO
S0
I
PL1 /4
S50�-40
PL1 /4
ELEVATION
M 1 7/ A .. 4 n� n I n
1"±
T, TYP
GALV PL3/4x10x0'-10" I I
OVER 1 " MIN TYPNON-SHRINK GROUT, TYP TYP— — — — — — — — — I I
__ _________ I I _ o_ EPDXY ANCHOR 3/4"0 HILTI
EPDXY ANCHOR (3) 3/4" _____ TI - HAS-E B7 THREADED ROD
HILTI HAS-E B7 THREADED II II II I TYP W/4" EMBED DEPTH, W/HIT-HY
ROD W/HIT-HY 200, II II II 1 1 200, TYP
(4" EMBED DEPTH), TYP I I I j l I 3/16 T,o I I nn
1 1 /2" (TYP)
DETAIL - CHANNEL BASE CONNECTION
SCALE: 3" = 1'-0"
S500-40
DETAIL FRAME CONNECTION
SCALE: 3" = 1'-0"
UTILITY STAND NOTES:
1. UNISTRUT PART NUMBERS INDICATED ARE TAKEN FROM THE CURRENT VERSION OF THE GENERAL ENGINEERING
CATALOGUE (No. 17A). CONTRACTOR MAY USE APPROVED EQUAL.
2. UNISTRUT FRAMING MEMBERS SHALL BE 12 GAGE STEEL AND SHALL CONFORM TO ASTM A1011 SS GRADE 33.
3. CONTRACTOR SHALL USE ONLY UNISTRUT FITTINGS WITH UNISTRUT FRAMING MEMBERS. UNISTRUT FITTINGS SHALL
CONFORM TO EITHER ASTM A575, A576, A635 OR A36, AND SHALL MEET THE PHYSICAL REQUIREMENT OF ASTM A1011
SS GRADE 33.
4. CONTRACTOR SHALL USE ONLY UNISTRUT NUTS, BOLTS AND WASHERS FOR ASSEMBLING UNISTRUT STRUT SYSTEMS.
NUTS AND BOLTS SHALL HAVE UNIFIED COARSE THREADS. UNISTRUT NUTS, BOLTS AND WASHERS ARE NOT SHOWN IN
THIS DETAIL; HOWEVER, THIS DOES NOT PRECLUDE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND INSTALL ALL
CONNECTIONS AS SPECIFIED BY THE ENGINEER AND/OR AS RECOMMENDED BY THE MANUFACTURER.
5. UNISTRUT FRAMING AND FITTINGS SHALL BE HOT DIP GALVANIZED, (HG) FINISH, CONFORMING TO EITHER ASTM A123 OR
A153. UNISTRUT BOLTS, NUTS AND WASHERS SHALL BE ELECTRO-GALVANIZED (EG), CONFORMING TO ASTM B633 TYPE
III SC1 FINISH, UNLESS NOTED OTHERWISE.
6. AFTER ASSEMBLY, APPLY TWO COATS OF BOEING APPROVED PAINT SYSTEM OVER ALL GALVANIZED SURFACES, TYP.
UNISTRUT P1380
FLAT PLATE FITTING
UNISTRUT POST BASE P2072A SQ.
W/ (4) EPDXY ANCHOR 4" 0 HILTI
HAS-E B7 THREADED ROD
W/ 4" EMBED DEPTH W/HILTI
HIT-HY 200, TYP
S500-40
3'-0"
0 0 0 l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 0 0
0 0
UNISTRUT P1000
DETAIL - FRAME CONNECTION
SCALE: 3" = 1'-0"
0
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0
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DETAIL - LITI LITY STAN D UNISTRUT
SCALE: NTS
SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE
APRON R INFRASTRUCTURE W4700331 ABAM 01/30/18
BOE//V�
i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206) 431-2300 Fax:(206) 431-2250
DRAWN DATE SUBTITLE
ACCEPTABILITY RGP 06 21 18
THIS DESIGN AND/OR CHECKED
SPECIFICATION IS APPROVED SPT 06 21 18
ENGINEER TITLE
APPROVED BY DEPT. DATE MGW 06/21 /18
I / 4 v
DETAIL - FRAME BASE PLATE
SCALE: 3" = 1'-0"
CIVIL PERMIT
4-401 CREW SHELTER & HARDSTANDS
APRON R INFRASTRUCTURE
RENTON SITE
CIVIL MASTER SITE
S50�-40
R-4013129
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
W4700331 — 06/21 /18
SHEET
S500-40 S29
JOB NO. COMP NO.
W4700331
RENTON, WA DWG N0. 4-APRON-R-S500-40