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(E) METAL SIDING
CONDU
PIPE C
UNISTR
UNISTRUT P1000
ATTACH TO (E) (
(3) Y" O SELF—T/
SCREWS @ 12"
(E) COL BEYOND
DETAIL
-
SCALE: 1 " = 1'-0
(E) GRADE BEAM—/
DETAIL
-
SCALE: 3" = 1'-0
PULL BOX PER
ELECTRICAL.
FASTEN TO
(E) SIDING —
C,
2'— 1 " *
(E) C8 WIND GIRT
116'-0",
I,_0„
CONDUIT AT WIND GIRT
(E) M
EL
CONDUIT '
PIPE CLAP
UNISTRUT
UNISTRUT
8'-0" OC
Y4"O SELF
SCREWS
EL
(E) COL E
(E) C8 WI
DETAIL
-
SCALE: 1 " = 1 '-0
CONDUIT AT WIND GIRT
UNISTRUT POST P1001 (N) 1
(2) LOCATIONS (2)
EPDXY ANCHOR (2) 3/4" 0 HILTI HAS—E (N) E
B7 THREADED ROD W/HIT—HY 200,
(4" EMBED DEPTH), TYP (E) P
UNISTRUT POST BASE P2941
UNISTRUT POST BASE CONN
F)I A N I
NOTES:
1. FIELD VERIFY HSS MEMBER HAS SUFFICIENT
DEPTH TO ALLOW NEW UNISTRUT TO PASS
OVER EXISTING CONDUITS.
DETAIL
SCALE: 1 " = 1 '-0
SYM REVISION
APRON R INFRASTRUCTURE
CONDUIT SUPPORT
(E) ANGLES
UNISTRUT P1000
1ECTRICAL CONDUIT
41 PIPE CLAMPS TO
JNISTRUT
4
5502-155 2-2
BY APPROVED DATE SYM
W47003311 ABAM 1 101/30/181
REVISION
Cc
DETAIL
SCALE: 1" = 1'-0
—IPE W/ CONC,
TOP TO BE
X
BOLLARD
BY I APPROVED I DATE
d. 40 STEEL PIPE.
YELLOW PER
37 STD SPEC
CONC AWAY
PIPE TO DRAIN
�VEMENT.
AS REQ'D
CONC BASE
f'c=3000 PSI
(28 DAY)
S502-11 S502-2
DETAIL - DUCT BANK
SCALE: 3/4" = 1'-0"
LEGEND
a INDICATES CONCRETE
* FIELD VERIFY
GENERAL NOTES:
1. FASTENERS REFERENCED AS "SCREW(S)" IN DETAILS
ON THIS SHEET SHALL BE METAL TO METAL TO
METAL SELF —TAPPING, SELF DRILLING, CARBON STEEL
SCREWS, ELECTRO—ZINC PLATED. PAINT TO MATCH
BUILDING. AT EXTERIOR LOCATION WHERE HEAD IS
EXPOSED, SCREWS SHALL BE FURNISHED WITH
NEOPRENE GASKET. SCREW LENGTHS SHALL BE
DETERMINED SUCH THAT FASTENER EXTENDS A
MINIMUM OF 1 /2" PAST BACK SIDE OF FURTHEST
PLY BEING JOINED. SCREW SIZES SHALL BE
DETERMINED BASED ON THE TOTAL THICKNESS OF
STEEL PLIES BEING JOINED AS FOLLOWS:
t < 1 /4" # 10
1 /4" < t < 1 /2" # 12
t > 1 /2" 1 /4" 0
DRIVE STYLE HEAD AND INSTALLATION INSTRUCTIONS
PER MFR.
2. SIDING SHALL BE REPAIRED AND WATERPROOFED AT
NEW PENETRATIONS.
3. UNISTRUT PART NUMBERS INDICATED ARE TAKEN
FROM THE CURRENT VERSION OF THE GENERAL
ENGINEERING CATALOGUE (No. 17). CONTRACTOR MAY
USE APPROVED EQUAL.
4. UNISTRUT FRAMING MEMBERS SHALL BE 12 GAGE
STEEL AND SHALL CONFORM TO ASTM A1011 SS
GRADE 33.
5. 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.
6. CONTRACTOR SHALL USE ONLY UNSTRUT 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 THE DETAILS OF
THIS SET OF CONSTRUCTION DOCUMENTS, 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.
7. 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.
8. PAINT UNISTRUT TO MATCH SIDING.
9. WELD UNISTRUT AS FOLLOWS:
SAND OFF FINISH.
• DEGREASE SOLVENT TO CLEAN SURFACE.
REPAIR EXISTING COLUMN AS REQUIRED.
• PATCH UNISTRUT FINISH AS REQUIRED.
CONSTRUCTION NOTES:
REFERENCE IMAGES
04-041-1 S11.DWG
1057S5.TIF
1057S11.TIF
1057S13.TIF
1057S46.TIF
'i BergerABAM
33301 9th Avenue South, Suite 300
Federal Way, Washington 98003-2600
(206)431-2300 Fax: (206) 431-2250
CIVIL PERMIT
=0
UNAWN UAI E SUBTITLE CURRENT REVISION SYMBOL DATE
ACCEPTABILITY JKM 06/08/181 —
S�E THIS DESIGN AND/OR CHECKED DETAILS W4700331 06/08/18
of WA3A, �r LEH 06 08 18 SHEET
SPECIFICATION IS APPROVED
ENGINEER TITLE APRON R INFRASTRUCTURE
z APPROVED BY DEPT. DATE BEM 06 08 18 S502-2 S34
CHECKED
ro �r �xs�9 �.$ ww
BUILDING 04-041 JOB N0. COMP N0.
��Ss�UaAL E APPRovED W4700331
ONAL 6
APPROVED STRUCTURAL MASTER RENTON, WA DWG NO. 04-041—S502-2