COVPLYengdwg.pdf
PDF 1 MB Posted
- Attached to
- Dorena Elementary School Playground Cover
- Solicitation number
- S-P20045-00010021
- Issued by
- Lane County, Oregon
About this file
The document provided is a set of engineering design plans and specifications for a playground cover project at the Dorena Elementary School located in Dorena, Oregon. The project is being managed by Branch Engineering, Inc. on behalf of the Lane County and Durham City jurisdictions. The plans detail the structural foundation, roof framing, and elevation details for the proposed 60' x 32' playground cover structure. Key design elements include 4,500 PSI concrete footings, pre-manufactured trusses with 2x10 top chords and 2x6 bottom chords, 2x6 purlins at 24" on-center, and 29-gauge metal roofing. The project number is 21-685 and the plans were digitally signed by the structural engineer on December 30, 2011, with a renewal date of June 30, 2025.
The plans do not include specific pricing information, set-asides, incumbent contractors, or funding sources. The document appears to be the technical design package that would be included as part of a larger state or local government contract opportunity for the construction of the playground cover. No additional details on the solicitation timeline, response requirements, or award process are provided in the document.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| COVPLYarch.pdf | ||
| COVPLYpgctmanual.pdf | ||
| Addendum #1.pdf | ||
| addenprojmanual.pdf | ||
| addentabcont.pdf | ||
| Addendum #2 RFP 24-002 S-33000-00010022.pdf | ||
| COVPLYADVTB.pdf | ||
| addendroofpanels.pdf |
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Text version
sheet:
revisions:
designer:
drawn by:
project no:
date:
co p yr ig h t
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O L civil transportation structural geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com
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FOUNDATION
PLAN & NOTES
S101
3/19/2024
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DEC. 7, 2021
21-685
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DEC. 30 , 20 11
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DIGITALLY SIGNED
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(E) CONCRETE
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(E) WALL TO BE REMOVED
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CONCRETE
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AutoCAD SHX Text TYP. COLUMN: 8x10 #1 HF PT OR 6 "x7 " AYC GLB, COMBINATION 71, 34"x7 " AYC GLB, COMBINATION 71, 12" AYC GLB, COMBINATION 71, GRADE L1D. ORIENT AS SHOWN, TYP.
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FOUNDATION PLAN
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CONCRETE SPECIFICATIONS:
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1. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN GENERAL CONDITIONS NOT SPECIFICALLY DETAILED SHALL BE IN GENERAL CONFORMANCE WITH CONSTRUCTION DETAILS OF A SIMILAR NATURE ELSEWHERE ON THE PROJECT.
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GENERAL NOTES:
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1. CEMENT: ASTM C150 TYPE I OR II. CEMENT: ASTM C150 TYPE I OR II. 2. WATER: IN CONFORMANCE WITH ASTM C94. WATER: IN CONFORMANCE WITH ASTM C94. 3. WATER-REDUCING ADMIXTURE: ASTM C494 TYPE A, OR TYPE F WATER-REDUCING ADMIXTURE: ASTM C494 TYPE A, OR TYPE F MID-RANGE TYPE. 4. STRUCTURAL CONCRETE SHALL BE f'c = 4500 PSI AT 28 DAYS. SLUMP STRUCTURAL CONCRETE SHALL BE f'c = 4500 PSI AT 28 DAYS. SLUMP SHALL BE 4" +/- 1". SLUMPS MAY BE INCREASED TO 8" MAXIMUM w/ APPROVED ADMIXTURE. 5. MAXIMUM W/C RATIO SHALL BE 0.47 MAXIMUM W/C RATIO SHALL BE 0.47 6. AIR CONTENT: 6% 1.5% (CONCRETE EXPOSED TO AIR CONTENT: 6% ±1.5% (CONCRETE EXPOSED TOFREEZING-AND-THAWING CYCLES) 7. CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE WITH THE CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE WITH THE CURRENT ADOPTED VERSION OF ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". 8. TRANSPORTATION OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE TRANSPORTATION OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 "SPECIFICATION FOR READY-MIX CONCRETE" AND CONCRETE PLACEMENT, CONSOLIDATION, AND CURING SHALL BE IN ACCORDANCE WITH SECTION 5 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". 9. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305R HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305R ``GUIDE TO HOT-WEATHER CONCRETING'' AND 305.1 ``STANDARD SPECIFICATION FOR HOT-WEATHER CONCRETING''. COLD-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306R ``GUIDE TO COLD-WEATHER CONCRETING'' AND 306.1 ``STANDARD SPECIFICATION FOR COLD-WEATHER CONCRETING''. 10. USE ASTM A615 GRADE 60 REINFORCING BARSUSE ASTM A615 GRADE 60 REINFORCING BARS
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SURVEYING
310 5th Street
Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com
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ROOF FRAMING
PLAN & NOTES
S102
3/19/2024
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DEC. 7, 2021
21-685
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DEC. 30 , 20 11
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ORP EFR DE
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1. USE " OSB OR " CDX ROOF SHEATHING NAILED w/ 8d AT 6"o.c. USE " OSB OR " CDX ROOF SHEATHING NAILED w/ 8d AT 6"o.c. 716" OSB OR " CDX ROOF SHEATHING NAILED w/ 8d AT 6"o.c. 1532" CDX ROOF SHEATHING NAILED w/ 8d AT 6"o.c. AT SUPPORTED PANEL EDGES & 12" o.c. AT FIELD, U.N.O. APPLY WITH LONG DIMENSION PERPENDICULAR TO FRAMING & STAGGER PANEL LAYOUT. 2. USE 29ga. DELTA RIB III METAL ROOFING OR APPROVED ALTERNATE. USE 29ga. DELTA RIB III METAL ROOFING OR APPROVED ALTERNATE. FASTEN TO FRAMING OR SHEATHING PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. USE MINIMUM OF 30 LB ASPHALT SATURATED FELT PAPER UNDERLAYMENT. 3. PRE-MANUFACTURED TRUSSES TO HAVE MINIMUM TOP CHORDS OF PRE-MANUFACTURED TRUSSES TO HAVE MINIMUM TOP CHORDS OF 2x10 AND MINIMUM BOTTOM CHORDS OF 2x6.
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SHEET NOTES
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SURVEYING
310 5th Street
Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com
JLB
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ELEVATIONS /
SECTION
S201
3/19/2024
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DEC. 7, 2021
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GIS
ORP EFR DE
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STANDARD ALUMINUM PIPE DOWNSPOUT ABOVE 6' AFF, TYP.
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3" ABS PIPE DOWNSPOUT TO 6' AFF, TYP.
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O L civil transportation structural geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com
JLB
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STRUCTURAL
DETAILS
S501
3/19/2024
RH
DEC. 7, 2021
21-685
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#67092PE
DEC. 30 , 20 11
Renews: JUNE 30, 2025
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O L civil transportation structural geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477 p: 541.746.0637 www.BranchEngineering.com
JLB
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FLASHING
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21-685
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DEC. 30 , 20 11
Renews: JUNE 30, 2025
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| Sheets and Views |
| 21-685 plans-S101 |
| 21-685 plans-S102 |
| 21-685 plans-S201 |
| 2024-03-26T11:02:55-0700 | |
| Ricardo Hernandez |
File details come from the government source that posted it. Updated .