Atch_2_Supply_Metal_Shade_Materials-plan_sheet-C3.pdf

PDF 195 KB Posted Aug 14, 2026

Attached to: CANY SUPPLY SHADE STRUCTURE MATERIALS Federal contract opportunity
Solicitation number: 140P1226Q0046
Issued by: Department of the Interior National Park Service Intermountain Region

About this file

Written by GovTribe AI · Aug 14, 2026

This document is an architectural drawing set for a shade structure facility design. The drawing sheet (C3) depicts the Grand View Point Shade Structure located in Canyonlands National Park, Intermountain Region, dated April 2006.

The structure features a contemporary design with steel framing and concrete foundations. Key design elements include: dual toilet facilities, HSS (hollow structural steel) 6x6x8 columns and arched beams, a pitched roof system with 3x1/4" steel flat plates, and a concrete slab foundation on grade. The plan view shows a rectangular footprint of approximately 20'-0" x 19'-11", with an arched beam spanning 20'-0" and a roof height reaching approximately 17'-3". The structure incorporates 3/4" bolt connections with washers and fastening nuts, and all base plates and structural steel are specified as A588 steel. Detailed sections include column plate details, column pad reinforcement details with #4 rebar, column-girder beam connections, and column-beam connections at various scales. The design accommodates IBC Occupancy Category II with an importance factor of 1.0, seismic zone B, wind load of 115 mph gust with exposure C, snow load of 4.3 PSF, and concrete compressive strength of 4,000 PSI at 28 days. All welds are specified as single-pass, and HSS members require AWS D1.8 standard fabrication.

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Other files for this federal contract opportunity

Other files attached to CANY SUPPLY SHADE STRUCTURE MATERIALS, newest first.
File	Type	Posted
Atch_4_Price_Schedule_-_Metal_Shade_Materials.docx	DOCX document	Aug 14, 2026
Sol_140P1226Q0046.pdf	PDF	Aug 14, 2026
Atch_3_Technical-Experience_Questionnaire.xls	XLS spreadsheet	Aug 14, 2026
Atch_1_Supply_Metal_Shade_Materials.docx	DOCX document	Aug 14, 2026

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AutoCAD SHX Text 8'-5"

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-1% FF

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3X FLAT PLATES14 FLAT PLATES

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VAULT

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2:12 ROOF

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DOUBLE TOILET

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DOUBLE TOILET

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CONCRETE SURFACE

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HSS 6X6X 38COLUMN

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HSS 6X4X 12ARCHED BEAM

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A588 " BASE PLATE34" BASE PLATE

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1 "X " SLOTS14"X " SLOTS78" SLOTS

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3/4" BOLT W/LEVELING NUT & FASTENING NUT & WASHER

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GROUT

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VAULT TOILET

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12"X12"X " A588 34" A588 STEEL BASE PLATE

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ALL #4 REBAR

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CONCRETE SLAB ON GRADE

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3"X1/4" STEEL FLATS

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INSIDE RADIUS 80'-1 "14"

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OUTSIDE RADIUS 80'-5 " 14"

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CL RADIUS 80'-3 " 14"

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FILLER PLATE 0- " THICKNESS 58" THICKNESS

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3X X16'-6" PLATE 14X16'-6" PLATE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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GRAND VIEW POINT

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SHADE STRUCTURE

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JL/BL

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B LARSEN

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APR 2026

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CANYONLANDS NATIONAL PARK

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INTERMOUNTAIN REGION

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AutoCAD SHX Text 12/12/19 16:33 BDLARSEN R23 \\INPCANYUSERS\BDLARSEN\SEUG\ARCH\WINDOWS PARKING\STEEL SHADE\SHADE.DWG

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%%U SHADE STRUCTURE-SOUTH PROFILE

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AutoCAD SHX Text NOTES: IBC OCCUPANCY CATEGORY: II IMPORTANCE FACTOR:1.0 SEISMIC ZONE: B WIND LOAD: 115 MPH GUST, EXPOSURE: C SNOW LOAD: 43 PSF LOAD COMBO: 1.2D + 1.6S + 0.8W CONCRETE COMPRESSIVE STRENGTH (28 DAYS): 4,000 PSI WELDS PER AWS D1.1 STANDARD ALL WELDS TO BE SINGLE PASS ALL HSS TO BE A847 STEEL. ALL PLATES TO BE A588 STEEL.

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%%U SHADE STRUCTURE-PLAN VIEW

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%%U COLUMN PAD DETAIL

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%%U COLUMN-BEAM DETAIL

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%%U COLUMN PAD REINFORCEMENT DETAIL

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File details come from the government source that posted it. Updated Aug 14, 2026.