HomeMy WebLinkAboutT-3430216a
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C' !1C AACTAI DOLT
IETAL CAP, FINISH 'C'. ATTACH CAP TO
ONCEALED TABS WITH MACHINE SCREWS
WELD LOWER BAND TO CAP, FINISH 'C' ALUMINUM SHEATH
(BACK), WITH DECORATIVE
ALUMINUM CUTOUTS
BACK SIDE
r „1 ,.!r. M^,,
METAL POST
TRELLIS COLUMN CAP SECTION
FRONT SIDE - FACING INTERSECTION
36' -5'
30' -O"
CL CL OF TRELLIS
TOP CHORD, TYP. TRELLIS RAIL, TYP. COLUMN POST
EQUAL EQUAL
CL F POST SEE STRUCTURAL DETAILS,
SHEETS 278 FOR COLLAR,
�3' -2.5" TYP. ATTACHMENT &OTHER TRELLIS
MEMBERS
O TRELLIS COLUMN CAP, SEE
DETAIL THIS SHEET
ALUM. SHEATH
1' -6" (2) MACHINE SCREWS PER
NOTES: CENTER DIAGONAL, TYP. SEAM EACH SIDE THROUGH
LOWER BAND OF CAP, 3" WIDE, ,� TO SUPPORT FRAME
FINISH 'C' o < (12 SCREWS TOTAL)
1. SEE THIS SHEET, SHEET 277 AND 278 FOR STRUCTURAL TRUSS DIAGONAL, TYP. I
DETAILS, INCLUDING MEMBER SIZES, CONNECTIONS AND INTERNAL SUPPORT FRAME, SEE
FOOTINGS. ALUM. SHEATH, IN TWO PARTS, o STRUCTURAL DETAILS, SHEET
BOTTOM CHORD OF TRUSS FINISH 'A'. I - k -� — 27g
+ 2. ENTIRE TRELLIS TRUSS SYSTEM TO BE FABRICATED AND METAL POST
L I FINISHED OFF -SITE AND INSTALLED ON ERECTED METAL APPLIED DECORATIVE ALUM. CUTOUTS,
CID POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON o FINISH 'B' WELDED TO SHEATH, x (2) PIECE LOWER BAND, WELDED
SITE AFTER TRUSS IS IN PLACE, o IIL-F
TO INSIDE OF EACH FRONT AND
PATTERN DETAIL TO BE PROVIDED BY
TRELLIS COLUMN, 11P. BACK SHEATH; FIT LOWER BAND
z ENGINEER. � �
3. DECORATIVE DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR SNUG TO POS T.
TO IDENTITY POLE, DETAIL SHEET 279. FINAL GRAPHIC o
DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THE < ? N" CHAMFER AROUND TOP OF
ENGINEER. - -�- OOTING. TROWEL FINISH TOP.
10 04
LOWER BAND, FINISH 'C'
FINISH GRADE
N
METAL POST, FINISH 'D'
SET TOP OF TRELLIS COLUMN a z
FOOTINGS LEVEL & AT SAME > a
GRADE. STRUCTURE TO BE TRUE FINISH GRADE
_ _ � • ,I : " CONCRETE FOUNDATION,
-AND -aUg -- - - -_ -- -- --- --- - ----- — SEE DETAIL SHEET 278
COLUMN CENTER IS CONCRETE FOOTING, TYP.
REFERENCE STATION T=3430216
OF METAL POST & POINT PER PLANS, TYP. SECTION
TRELLIS COLUMN
GATEWAY TRELLIS ELEVATION GATEWAY TRELLIS COLUMN DETAILS
NTS NTS
11 -14 -11 SURVEYED: KPG
RAINIER AVE S 167
( ) SR DRAWING NO. 276
DRAWN BY: PN/SJ •_ CITY OF RENTON ENU
BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
v o��rc DESIGN BY: KPG Public Works Department
a=�w 75396 Avenue N 2502JefieaonAuenue FEDAIDNO. - CM0167(048)
q Nawa a CHECK BV: PF Seatle,WA98109 Tacoma, WA 96402 DOCUMENTS
<a (206) 286-1640 253627 -0720 APPR OR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011
o w PROJ MGR: JF vmNk COm ( )
NUMBER REVISION DESCRIPTION BY APP. DATE 5 o FILE: 0655DURBDET01.dwg BY: DATE: / /ir SHEET NO. 276 OF 304
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RUBBER GASKET AROUND INSIDE OF CAP
NOTES:
CONCEALED TABS
BAND & BETWEEN TABS AND CAPS
INTERNAL SUPPORT
FRAME, SEE STRUCTURAL
1.
FOR THE TWO -PART ALUMINUM SHEATH, CREATE A CONTINUOUS CURVE WHICH IS
WELDED TO COLLAR
I
DETAILS SHEET 278
POST STUB
SMOOTH, WITHOUT ANY ANGLE POINTS.
II
2.
CUT FROM ONE CONTINUOUS METAL PIECE, WITHOUT WELDS OR SPLICES.
COLLAR & BOLT PER STRUCTURAL
SHEATH
DETAILS
3.
THE ENGINEER SHALL PROVIDE ELECTRONIC FILE(S) FOR DECORATIVE CUTOUT AND
SHEATH LAYOUT.
4 X 4 POST STUB
4.
ALL COMPONENTS SHALL BE FABRICATED AND INSTALLED TRUE AND LEVEL.
NOTE: FABRICATE COLUMN CAP IN
MACHINE SCREWS THROUGH ALL
TWO PIECES, TO FIT SNUG AROUND
METAL POST, SEE STRUCTURAL DETAILS,
ALUMINUM SHEATH
LAYERS AND SUPPORT FRAME
5.
ALL FABRICATED METAL PIECES SHALL BE GROUND SMOOTH AFTER WELDING.
THE POST STUB; SEAL AROUND THE
SHEETS 277 AND 278
(FRONT) WITH DECORATIVE
(FRONT AND BACK SHEATHS)
TOP WITH SILICONE SEALANT.
ALUMINUM CUTOUTS
6.
SEE SPECIFICATIONS FOR FINISH TYPE AND COLOR.
TRELLIS COLUMN CAP SECTION
FRONT SIDE - FACING INTERSECTION
36' -5'
30' -O"
CL CL OF TRELLIS
TOP CHORD, TYP. TRELLIS RAIL, TYP. COLUMN POST
EQUAL EQUAL
CL F POST SEE STRUCTURAL DETAILS,
SHEETS 278 FOR COLLAR,
�3' -2.5" TYP. ATTACHMENT &OTHER TRELLIS
MEMBERS
O TRELLIS COLUMN CAP, SEE
DETAIL THIS SHEET
ALUM. SHEATH
1' -6" (2) MACHINE SCREWS PER
NOTES: CENTER DIAGONAL, TYP. SEAM EACH SIDE THROUGH
LOWER BAND OF CAP, 3" WIDE, ,� TO SUPPORT FRAME
FINISH 'C' o < (12 SCREWS TOTAL)
1. SEE THIS SHEET, SHEET 277 AND 278 FOR STRUCTURAL TRUSS DIAGONAL, TYP. I
DETAILS, INCLUDING MEMBER SIZES, CONNECTIONS AND INTERNAL SUPPORT FRAME, SEE
FOOTINGS. ALUM. SHEATH, IN TWO PARTS, o STRUCTURAL DETAILS, SHEET
BOTTOM CHORD OF TRUSS FINISH 'A'. I - k -� — 27g
+ 2. ENTIRE TRELLIS TRUSS SYSTEM TO BE FABRICATED AND METAL POST
L I FINISHED OFF -SITE AND INSTALLED ON ERECTED METAL APPLIED DECORATIVE ALUM. CUTOUTS,
CID POSTS. INSTALL TRELLIS COLUMN SHEATH AND CAP ON o FINISH 'B' WELDED TO SHEATH, x (2) PIECE LOWER BAND, WELDED
SITE AFTER TRUSS IS IN PLACE, o IIL-F
TO INSIDE OF EACH FRONT AND
PATTERN DETAIL TO BE PROVIDED BY
TRELLIS COLUMN, 11P. BACK SHEATH; FIT LOWER BAND
z ENGINEER. � �
3. DECORATIVE DESIGN FOR TRELLIS COLUMNS TO BE SIMILAR SNUG TO POS T.
TO IDENTITY POLE, DETAIL SHEET 279. FINAL GRAPHIC o
DESIGN WILL BE PROVIDED IN ELECTRONIC FORMAT BY THE < ? N" CHAMFER AROUND TOP OF
ENGINEER. - -�- OOTING. TROWEL FINISH TOP.
10 04
LOWER BAND, FINISH 'C'
FINISH GRADE
N
METAL POST, FINISH 'D'
SET TOP OF TRELLIS COLUMN a z
FOOTINGS LEVEL & AT SAME > a
GRADE. STRUCTURE TO BE TRUE FINISH GRADE
_ _ � • ,I : " CONCRETE FOUNDATION,
-AND -aUg -- - - -_ -- -- --- --- - ----- — SEE DETAIL SHEET 278
COLUMN CENTER IS CONCRETE FOOTING, TYP.
REFERENCE STATION T=3430216
OF METAL POST & POINT PER PLANS, TYP. SECTION
TRELLIS COLUMN
GATEWAY TRELLIS ELEVATION GATEWAY TRELLIS COLUMN DETAILS
NTS NTS
11 -14 -11 SURVEYED: KPG
RAINIER AVE S 167
( ) SR DRAWING NO. 276
DRAWN BY: PN/SJ •_ CITY OF RENTON ENU
BID S GRADY WAY TO S 2ND ST PROJECT NO. TED403430
v o��rc DESIGN BY: KPG Public Works Department
a=�w 75396 Avenue N 2502JefieaonAuenue FEDAIDNO. - CM0167(048)
q Nawa a CHECK BV: PF Seatle,WA98109 Tacoma, WA 96402 DOCUMENTS
<a (206) 286-1640 253627 -0720 APPR OR CONSTRUCTION URBAN DESIGN DETAILS DATE: NOV 2011
o w PROJ MGR: JF vmNk COm ( )
NUMBER REVISION DESCRIPTION BY APP. DATE 5 o FILE: 0655DURBDET01.dwg BY: DATE: / /ir SHEET NO. 276 OF 304
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Pi O
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