HomeMy WebLinkAboutTRO4103430.1370
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CONCEALED TABS
WELDED TO COLLAR
SHEATH
NOTE: FABRICATE COLUMN CAP II`
TWO PIECES, TO FIT SNUG AROUN
THE POST STUB; SEAL AROUND THE
TOP WITH SILICONE SEALANT.
nF IUFTAI PnST
T _ _ SECTION
F0I_i AI_.
N OTES:
1. SEE THIS SHEET, SHEET 277 AND 278 FOR STRUCTURAL
DETAILS, INCLUDING MEMBER SIZES, CONNECTIONS AND
FOOTINGS.
2. ENTIRE TRELLIS TRUSS SYSTEM TO BE FABRICATED AND
FINISHED OFF —SITE AND INSTALLED ON ERECTED METAL
POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON
SITE AFTER TRUSS IS IN PLACE.
3. DECORATIVE DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR
TO IDENTITY POLE, DETAIL SHEET 279. FINAL GRAPHIC
DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THE
ENGINEER.
SET TOP OF TRELLIS COLUMN
FOOTINGS LEVEL & AT SAME
GRADE. STRUCTURE TO BE TRUE
—AND_KUM@ — — — —
' ''
METAL CAP, FINISH C. ATTACH CAP TO
CONCEALED TABS WITH MACHINE SCREWS
WELD LOWER BAND TO CAP, FINISH 'C'
RUBBER GASKET AROUND INSIDE OF CAP
BAND & BETWEEN TABS AND CAPS
COLLAR & BOLT PER STRUCTURAL
DETAILS
4 X 4 POST STUB
METAL POST, SEE STRUCTURAL DETAILS,
SHEETS 277 AND 278
36'-5"
30'-0"
TOP CHORD, TYP.
ALUMINUM SHEATH
(BACK), WITH DECORATIVE
ALUMINUM CUTOUTS
INTERNAL SUPPORT
FRAME, SEE STRUCTURAL
DETAILS SHEET 278
ALUMINUM SHEATH
(FRONT) WITH DECORATIVE
ALUMINUM CUTOUTS
EQUAL
//''11 BACK SIDE
l 1. ^ r- h J r T A 1 r ^l1
METAL POST
POST STUB
MACHINE SCREWS THROUGH ALL
LAYERS AND SUPPORT FRAME
(FRONT AND BACK SHEATHS)
FRONT SIDE — FACING INTERSECTION
TRELLIS RAIL, TYP.
CENTER DIAGONAL, TYP.
TRUSS DIAGONAL, TYP.
BOTTOM CHORD OF TRUSS
TRELLIS COLUMN, TYP.
bF POST
N3'-2.5" TYP.
a
LOWER BAND OF CAP, 3" WIDE,
FINISH 'C'
ALUM. SHEATH, IN TWO PARTS,
FINISH 'A'.
APPLIED DECORATIVE ALUM. CUTOUTS,
FINISH 'B' WELDED TO SHEATH,
PATTERN DETAIL TO BE PROVIDED BY
ENGINEER.
z � LOWER BAND, FINISH 'C'
vi In ill II / /— METAL POST, FINISH 'D'
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FINISH GRADE
NOTES:
1. FOR THE TWO—PART ALUMINUM SHEATH, CREATE A CONTINUOUS CURVE WHICH IS
SMOOTH, WITHOUT ANY ANGLE POINTS.
2. CUT FROM ONE CONTINUOUS METAL PIECE, WITHOUT WELDS OR SPLICES.
3. THE ENGINEER SHALL PROVIDE ELECTRONIC FILE(S) FOR DECORATIVE CUTOUT AND
SHEATH LAYOUT.
4. ALL COMPONENTS SHALL BE FABRICATED AND INSTALLED TRUE AND LEVEL.
5. ALL FABRICATED METAL PIECES SHALL BE GROUND SMOOTH AFTER WELDING.
6. SEE SPECIFICATIONS FOR FINISH TYPE AND COLOR.
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OF TRELLIS
COLUMN POST
SEE STRUCTURAL DETAILS,
SHEETS 278 FOR COLLAR,
ATTACHMENT & OTHER TRELLIS
3 MEMBERS
TRELLIS COLUMN CAP, SEE
DETAIL THIS SHEET
ALUM. SHEATH
(2) MACHINE SCREWS PER
SEAM EACH SIDE THROUGH
TO SUPPORT FRAME
(12 SCREWS TOTAL)
INTERNAL SUPPORT FRAME, SEE
STRUCTURAL DETAILS, SHEET
278
METAL POST
(2) PIECE LOWER BAND, WELDED
TO INSIDE OF EACH FRONT AND
BACK SHEATH; FIT LOWER BAND
SNUG TO POST.
%" CHAMFER AROUND TOP OF
FOOTING. TROWEL FINISH TOP.
FINISH GRADE
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CONCRETE FOUNDATION,
SEE DETAIL SHEET 278
COLUMN CENTER IS CONCRETE FOOTING, TYP.
REFERENCE STATION T 34302116
OF METAL POST & POINT PER PLANS, TYP. � SECTION
TRELLIS COLUMN
GATEWAY TRELLIS ELEVATION
N TS
GATEWAY TRELLIS COLUMN DETAILS
N TS
11-14-11 SURVEYED: KPG RAINIER AVENUE S (SR 167) DRAWING NO. 276
vilzK,pp� CITY OF RENTON
o� DRAWN BY: PN/SJ „� S GRADY WAY TO S 2ND ST PROJECT NO. TED4 4 �)) 03 30
o�Xx DESIGN BY: KPG BID — Public Works Department
Z Q 753 9th Avenue N 2502 Jefferson Avenue FED AID NO.-CM0167(048)
Q < a ~ Q CHECK BY: PF Seattle, WA 98109 Tacoma, WA 98402
3 � Q a (206) 286-1640 (253) 627.0720 DOCUMENTS APPR FOR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011
PROJ MGR: JF
Q J 0 www.kpg,com '/Az
/ !L�l SHEET NO. 276 OF 304
NUMBER REVISION DESCRIPTION BY APP. DATE FILE: 0655DURBDET01.dwg BY: DATE: