527-471_ExhibitA.pdf
PDF 607 KB Posted
- Attached to
- SW Region Cross Bracing Fabrication
- Solicitation number
- RFQ 527-471
- Issued by
- Adams County, Asotin County, Benton County, Chelan County, Clallam County, Clark County, Columbia County, Cowlitz County, Douglas County, Ferry County, Franklin County, Garfield County, Grant County, Grays Harbor County, Island County, Jefferson County, King County, Kitsap County, Kittitas County, Klickitat County, Lewis County, Lincoln County, Mason County, Okanogan County, Pacific County, Pend Oreille County, Pierce County, San Juan County, Skagit County, Skamania County, Snohomish County, Spokane County, Stevens County, Thurston County, Wahkiakum County, Walla Walla County, Whatcom County, Whitman County, Yakima County, Asotin City, Clarkston City, Clarkston Heights-Vineland CDP, West Clarkston-Highland CDP, Benton City, Chelan City, Chelan Falls CDP, Clallam Bay CDP, Lewisville CDP, Rock Island City, Pacific Beach CDP, Whidbey Island Station CDP, Mercer Island City, Pacific City, Bainbridge Island City, Kingston CDP, Kitsap Lake CDP, Kittitas City, Klickitat CDP, Okanogan City, Anderson Island CDP, Fort Lewis CDP, Fox Island CDP, Herron Island CDP, Ketron Island CDP, North Fort Lewis CDP, Raft Island CDP, Stevenson City, Hat Island CDP, Lake Stevens City, Snohomish City, Spokane City, Spokane Valley City, Puget Island CDP, Garfield Town, Yakima City, Washington
About this file
This file is a fabrication drawing and specification document issued by the Washington State Parks and Recreation Commission for steel cross-bracing repairs at Illahee and Pleasant Harbor State Parks. The project requires the fabrication and supply of galvanized steel components including steel clamps, plates, flanges, and all associated fasteners such as bolts, nuts, washers, rods, and turnbuckles. The specifications detail material standards compliant with ASTM, AISC, and AWS requirements, with hot-dip galvanizing applied after fabrication. The fabrication schedule encompasses 36 steel clamp assemblies (MK-1A), 72 plates (PL1A at 1/2"x9"), 36 plates (PL1B at 1/2"x6"), and 144 flanges (FL1A at 1/2"x3 1/2"). Cross-bracing components are specified for nine locations across both parks: Illahee bents #8, #13, #14, #16, and #21, and Pleasant Harbor bents #1 through #4, with varying diameters and overall lengths documented in Table 2.1 of the fabrication specifications.
The project mandates compliance with the 2024 International Building Code, AISC Steel Construction Manual (16th Edition), AISC 360-22 specifications, and WSDOT Standard Specifications for Road, Bridge, and Municipal Construction (2026 edition). All structural steel work must conform to AISC specifications for design, fabrication, and erection, with welding performed to AWS D1.1 and D1.6 standards. All carbon steel components require hot-dip galvanizing per applicable specifications, and all cut edges must be radiused at 1/16". The document does not specify contract pricing terms, set-asides, award dates, contract terms, or response deadlines; these details would typically be contained in a separate invitation to bid or request for quote document.
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| File | Type | Posted |
|---|---|---|
| RFQ 527-471 SW Region Cross Bracing Fab.pdf |
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Text version
VA
R
IE
SVARIES
ITEM - FL1A
ASTM A36 FB 1/2" x 3 1/2"
PUNCH ∅7/8" HOLES
x3 ∅7/8" BOLT HOLES9"
2"
2"31
2"
2"
2"
1"
2"
16"
16"
ITEM - PL1A
ASTM A36 PL 1/2"
PRESS BRAKE - GRIND BEVEL
3" 6"
2"1"
2"
ITEM - PL1B
ASTM A36 PL 1/2" ~ PLASMA CUT
MARK - 1A STEEL CLAMP AT EXISTING TIMBER PILES
ASTM A36 STEEL PLATE AND BARS
SSPC-SP3 POWER TOOL CLEAN - HDG AFTER FABRICATION
RADIUS ALL CUT EDGES ± 1/16"
R 7 16"
R1"
2"
9"
2"
2"
2"
3" 1"
1"
2"1
2"
R 1 16"
FL1A
PL1B
PL1A PL1A
FL1A
PL1APL1A
PL1B
4"
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
R
EV
IS
IO
N S
CHECKED (HDQTS.)
REGISTERED STAMP
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
N O
CAD NO.
AP
P.
IN
T.
D
AT
E
SHEET 1 OF 2
2026 SW REGION
STEEL
CROSS-BRACING
GENERAL
NOTES/STEEL
CLAMP
NTS
GENERAL NOTES
1. MATERIALS
1.1 STRUCTURAL STEEL:
ALL STEEL WORK SHALL COMPLY WITH AISC SPECIFICATIONS FOR DESIGN, FABRICATIONS AND ERECTION
OF STRUCTURAL STEEL FOR BUILDINGS.
1.2 MATERIAL STANDARDS (UNLESS NOTED OTHERWISE):
A. STAINLESS STEEL SHAPES. ASTM A270/A270M
B. THREADED RODS: ASTM F593 TYPE 316, CONDITION CW2
C. THRU-BOLTS & BOLTS: ASTM A307 GALVANIZED (CARBON STEEL)
D. HS BOLTS: ASTM F593H (STAINLESS STEEL)
E. NAILS: ASTM F1667, TYP.
F. OGEE WASHERS: ASTM A48
G. WOOD SCREWS: ASME B18.6.1 STAINLESS STEEL TYPE 304
H. CLEVIS, TURNBUCKLES, PINS: STAINLESS STEEL TYPE 316
I. PIPE PILES: ASTM A53 GRADE B
J. PLATES: ASTM A36
1.3 COATINGS
EXCEPT WHERE NOTED, ALL CARBON STEEL SHAPES, PLATES, FABRICATED COMPONENTS, AND
NON-STAINLESS HARDWARE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH
APPLICABLE SPECIFICATIONS.
1.4 WELDING
ALL WELDING SHALL CONFORM TO AWS D1.1 (STRUCTURAL STEEL) AND D1.6 (STAINLESS STEEL), LATEST
EDITIONS.
2. CODES AND STANDARDS
ALL WORK SHALL MEET THE MINIMUM REQUIREMENTS OF THE FOLLOWING, LATEST EDITION AVAILABLE AS OF THE
INVITATION TO BID. UNLESS OTHERWISE SPECIFIED:
2.1 INTERNATIONAL BUILDING CODE (IBC), 2024 EDITION.
2.2 AISC STEEL CONSTRUCTION MANUAL, 16TH EDTION.
2.3 AISC 360-22 - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.
2.4 AWS D1.1 & D1.6 - STRUCTURAL WELDING CODES.
2.5 WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2026
TABLE 1.1 OF FABRICATION - STEEL CLAMP
SHIP MARK # ITEM # QTY. DESCRIPTION
LENGTH
(FT-IN)
WEIGHT
(LBS)
36 1A - 36 STEEL CLAMP - -
- - PL1A 72 PL 1/2"x9" SEE
TABLE 1.2
SEE
TABLE 1.2
- - PL1B 36 PL 1/2"x6" 0' - 3" 58
- - FL1A 144 FB 1/2"x3 1/2" 0' - 9" 642
SYMBOLS
' FOOT/FEET
" INCH
∅ DIAMETER
℄ CENTERLINE
# NUMBER
ABBREVIATIONS
ASTM AMERICAN SOCIETY FOR
TESTING AND MATERIALS
DIA DIAMETER
FT FEET
FL FLANGE
GC GENERAL CONTRACTOR
HDG HOT-DIP GALVANIZED
IN INCH
LBS POUNDS
MK MARK
NO NUMBER
PL PLATE
QTY QUANTITY
R RADIUS
TYP TYPICAL
FABRICATION NOTES:
· ALL ITEMS HDG AFTER FABRICATION
· PROVIDE ALL HARDWARE
· ALL DIAMETERS INSIDE DIMENSION
MUD LINE ELEVATION
LnLn
CLAMP MK-1ACLAMP MK-1A
CLAMP MK-1A
CLAMP MK-1ACLAMP MK-1A
1"
CLAMP MK-1A
GC TO POSITION CLAMP AS SHOWN
1"
CLAMP MK-1A
1"
1"
GC TO POSITION CLAMP AS SHOWN
NO. 2-1/2 CLEVIS - 3/4" - 10 LH - 3/4" PIN
3/4" - 10 x 4" A325
HEAVY HEX BOLT
FULL THREAD
3/4" - 10 GRADE DH
HEAVY HEX DOUBLE
NUT
3/4" USS SPLIT LOCK
WASHER
3/4" USS
FLATWASHER
FORGE STEEL TURNBUCKLE 3/4" - 10 LH, RH
McMASTER-CARR NO. 3041T21 - HDG
3/4" - 10 DH HEX NUT
4" - 10 DH HEX NUT
NO. 2-1/2 CLEVIS - 3/4" - 10 RH - 3/4" PIPE
2"
2" 4"
6"
2"
BB
AA
CLAMP MK-1A
SECTION B
SECTION A
Ht
GC TO FIELD VERIFY
Wd
GC TO FIELD VERIFY
3/4" -10 F1554 GR 36 ROD
SEE TABLE 2.1
FIELD CUT
PARKS FILE#
SCALE
PARKS
STATE
RECREATION
WASHINGTON
COMMISSION
AND
R
EV
IS
IO
N S
CHECKED (HDQTS.)
REGISTERED STAMP
DESIGNED
CHECKED (FIELD)
DRAWN
ACTION BY DATE
N O
CAD NO.
AP
P.
IN
T.
D
AT
E
SHEET 2 OF 2
2026 SW REGION
STEEL
CROSS-BRACING
STANDARD
BENT REPAIR
NTS
TABLE 2.1 OF FABRICATION - STEEL
PARK/BENT #
TOP LEFT
DIA (IN)
TOP
RIGHT DIA
(IN)
BOTTOM
LEFT DIA
(IN)
BOTTOM
RIGHT DIA
(IN)
Ln - CROSS
BRACE LENGTH
OVERALL (IN)
WEIGHT (LBS)
ILLAHEE #8 11 12 12 13 96
ILLAHEE #13 13 11 13 12 96
ILLAHEE #14 13 13 13 13 96
ILLAHEE #16 13 13 13 13 96
ILLAHEE #21 12 13 12 13 96
PLEASANT HARBOR #1 10 13 10 13 60
PLEASANT HARBOR #2 11 10 12 14 90
PLEASANT HARBOR #3 10 10 11 11 96
PLEASANT HARBOR #4 10 11 15 14 96
FABRICATION NOTES:
· ALL ITEMS HDG AFTER FABRICATION
· PROVIDE ALL HARDWARE
· ALL DIAMETERS INSIDE DIMENSION
| Sheets and Views |
| Cross Bracing Fabrication Template 2026_06_10-SHEET 1 |
| Cross Bracing Fabrication Template 2026_06_10-SHEET 2 |
File details come from the government source that posted it. Updated .