HEALTH & WELFARE: $5.55 per hour, up to 40 hours per week, or $222.00 per week or $962.00 per month HEALTH & WELFARE EO 13706: $5.09 per hour, up to 40 hours per week, or $203.60 per week, or $882.27 per month* *This rate is to be used only when compensating employees for performance on an SCA- covered contract also covered by EO 13706, Establishing Paid Sick Leave for Federal Contractors. A contractor may not receive credit toward its SCA obligations for any paid sick leave provided pursuant to EO 13706. | VACATION: 2 weeks paid vacation after 1 year of service with a contractor or successor, 3 weeks after 5 years, and 4 weeks after 15 years. Length of service includes the whole span of continuous service with the present contractor or successor, wherever employed, and with the predecessor contractors in the performance of similar work at the same Federal facility. (Reg. 29 CFR 4.173) | HOLIDAYS: A minimum of eleven paid holidays per year: New Year's Day, Martin Luther King Jr.'s Birthday, Washington's Birthday, Memorial Day, Juneteenth National Independence Day, Independence Day, Labor Day, Columbus Day, Veterans' Day, Thanksgiving Day, and Christmas Day. (A contractor may substitute for any of the named holidays another day off with pay in accordance with a plan communicated to the employees involved.) (See 29 CFR 4.174) THE OCCUPATIONS WHICH HAVE NUMBERED FOOTNOTES IN PARENTHESES RECEIVE THE FOLLOWING: 1) COMPUTER EMPLOYEES: This wage determination does not apply to any individual employed in a bona fide executive, administrative, or professional capacity, as defined in 29 C.F.R. Part 541. (See 41 C.F.R. 6701(3)). Because most Computer Systems Analysts and Computer Programmers who are paid at least $27.63 per hour (or at least $684 per week if paid on a salary or fee basis) likely qualify as exempt computer professionals under 29 U.S.C. 213(a)(1) and 29 U.S.C. 213(a)(17), this wage determination may not include wage rates for all occupations within those job families. In such instances, a conformance will be necessary if there are nonexempt employees in these job families working on the contract. Job titles vary widely and change quickly in the computer industry, and are not determinative of whether an employee is an exempt computer professional. To be exempt, computer employees who satisfy the compensation requirements must also have a primary duty that consists of: (1) The application of systems analysis techniques and procedures, including consulting with users, to determine hardware, software or system functional specifications; (2) The design, development, documentation, analysis, creation, testing or modification of computer systems or programs, including prototypes, based on and related to user or system design specifications; (3) The design, documentation, testing, creation or modification of computer programs related to machine operating systems; or (4) A combination of the aforementioned duties, the performance of which requires the same level of skills. (29 C.F.R. 541.400). Any computer employee who meets the applicable compensation requirements and the above duties test qualifies as an exempt computer professional under both section 13(a)(1) and section 13(a)(17) of the Fair Labor Standards Act. (Field Assistance Bulletin No. 2006-3 (Dec. 14, 2006)). Accordingly, this wage determination will not apply to any exempt computer employee regardless of which of these two exemptions is utilized. 2) AIR TRAFFIC CONTROLLERS AND WEATHER OBSERVERS - NIGHT PAY & SUNDAY PAY: If you work at night as part of a regular tour of duty, you will earn a night differential and receive an additional 10% of basic pay for any hours worked between 6pm and 6am. If you are a full-time employed (40 hours a week) and Sunday is part of your regularly scheduled workweek, you are paid at your rate of basic pay plus a Sunday premium of 25% of your basic rate for each hour of Sunday work which is not overtime (i.e. occasional work on Sunday outside the normal tour of duty is considered overtime work). ** HAZARDOUS PAY DIFFERENTIAL ** An 8 percent differential is applicable to employees employed in a position that represents a high degree of hazard when working with or in close proximity to ordnance, explosives, and incendiary materials. This includes work such as screening, blending, dying, mixing, and pressing of sensitive ordnance, explosives, and pyrotechnic compositions such as lead azide, black powder and photoflash powder. All dry-house activities involving propellants or explosives. Demilitarization, modification, renovation, demolition, and maintenance operations on sensitive ordnance, explosives and incendiary materials. All operations involving re-grading and cleaning of artillery ranges. A 4 percent differential is applicable to employees employed in a position that represents a low degree of hazard when working with, or in close proximity to ordnance, (or employees possibly adjacent to) explosives and incendiary materials which involves potential injury such as laceration of hands, face, or arms of the employee engaged in the operation, irritation of the skin, minor burns and the like; minimal damage to immediate or adjacent work area or equipment being used. All operations involving, unloading, storage, and hauling of ordnance, explosive, and incendiary ordnance material other than small arms ammunition. These differentials are only applicable to work that has been specifically designated by the agency for ordnance, explosives, and incendiary material differential pay. ** UNIFORM ALLOWANCE ** If employees are required to wear uniforms in the performance of this contract (either by the terms of the Government contract, by the employer, by the state or local law, etc.), the cost of furnishing such uniforms and maintaining (by laundering or dry cleaning) such uniforms is an expense that may not be borne by an employee where such cost reduces the hourly rate below that required by the wage determination. The Department of Labor will accept payment in accordance with the following standards as compliance: The contractor or subcontractor is required to furnish all employees with an adequate number of uniforms without cost or to reimburse employees for the actual cost of the uniforms. In addition, where uniform cleaning and maintenance is made the responsibility of the employee, all contractors and subcontractors subject to this wage determination shall (in the absence of a bona fide collective bargaining agreement providing for a different amount, or the furnishing of contrary affirmative proof as to the actual cost), reimburse all employees for such cleaning and maintenance at a rate of $3.35 per week (or $.67 cents per day). However, in those instances where the uniforms furnished are made of """"wash and wear"""" materials, may be routinely washed and dried with other personal garments, and do not require any special treatment such as dry cleaning, daily washing, or commercial laundering in order to meet the cleanliness or appearance standards set by the terms of the Government contract, by the contractor, by law, or by the nature of the work, there is no requirement that employees be reimbursed for uniform maintenance costs. ** SERVICE CONTRACT ACT DIRECTORY OF OCCUPATIONS ** The duties of employees under job titles listed are those described in the """"Service Contract Act Directory of Occupations"""", Fifth Edition (Revision 1), dated September 2015, unless otherwise indicated. ** REQUEST FOR AUTHORIZATION OF ADDITIONAL CLASSIFICATION AND WAGE RATE, Standard Form 1444 (SF-1444) ** Conformance Process: The contracting officer shall require that any class of service employee which is not listed herein and which is to be employed under the contract (i.e., the work to be performed is not performed by any classification listed in the wage determination), be classified by the contractor so as to provide a reasonable relationship (i.e., appropriate level of skill comparison) between such unlisted classifications and the classifications listed in the wage determination (See 29 CFR 4.6(b)(2)(i)). Such conforming procedures shall be initiated by the contractor prior to the performance of contract work by such unlisted class(es) of employees (See 29 CFR 4.6(b)(2)(ii)). The Wage and Hour Division shall make a final determination of conformed classification, wage rate, and/or fringe benefits which shall be paid to all employees performing in the classification from the first day of work on which contract work is performed by them in the classification. Failure to pay such unlisted employees the compensation agreed upon by the interested parties and/or fully determined by the Wage and Hour Division retroactive to the date such class of employees commenced contract work shall be a violation of the Act and this contract. (See 29 CFR 4.6(b)(2)(v)). When multiple wage determinations are included in a contract, a separate SF-1444 should be prepared for each wage determination to which a class(es) is to be conformed. The process for preparing a conformance request is as follows: 1) When preparing the bid, the contractor identifies the need for a conformed occupation(s) and computes a proposed rate(s). 2) After contract award, the contractor prepares a written report listing in order the proposed classification title(s), a Federal grade equivalency (FGE) for each proposed classification(s), job description(s), and rationale for proposed wage rate(s), including information regarding the agreement or disagreement of the authorized representative of the employees involved, or where there is no authorized representative, the employees themselves. This report should be submitted to the contracting officer no later than 30 days after such unlisted class(es) of employees performs any contract work. 3) The contracting officer reviews the proposed action and promptly submits a report of the action, together with the agency's recommendations and pertinent information including the position of the contractor and the employees, to the U.S. Department of Labor, Wage and Hour Division, for review (See 29 CFR 4.6(b)(2)(ii)). 4) Within 30 days of receipt, the Wage and Hour Division approves, modifies, or disapproves the action via transmittal to the agency contracting officer, or notifies the contracting officer that additional time will be required to process the request. 5) The contracting officer transmits the Wage and Hour Division's decision to the contractor. 6) Each affected employee shall be furnished by the contractor with a written copy of such determination or it shall be posted as a part of the wage determination (See 29 CFR 4.6(b)(2)(iii)). Information required by the Regulations must be submitted on SF-1444 or bond paper. When preparing a conformance request, the """"Service Contract Act Directory of Occupations"""" should be used to compare job definitions to ensure that duties requested are not performed by a classification already listed in the wage determination. Remember, it is not the job title, but the required tasks that determine whether a class is included in an established wage determination. Conformances may not be used to artificially split, combine, or subdivide classifications listed in the wage determination (See 29 CFR 4.152(c)(1)).
OSP Radio and Key Room
Federal opportunity from 291001 - Statewide | 00100 - Agencywide • Department of Corrections. Place of performance: OR. Response deadline: May 28, 2026.
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Description
OSP Radio and Key Room Building Construction, Commercial and Institutional Alternate #1: Sawcut/Reinforcing PROJECT #DATE:REVISIONS Copyright © 2026 MSC ENGINEERS, INC. 03/20/2026250634 SHEET: Mar 20, 2026-6:46:20 am G:\JOBS-2025\250634 OSP SECURITY ADDITION\250634 032026.DWG, MSC5 MSCE N G I N E E R SSINCE 1925 CONSULTINGSTRUCTURALENGINEERS3470 Pipebend Place NESuite 120Salem, OR 97301503.399.1399mscengineersinc.com OREGON STATE PENITENTIARYRADIO ROOM2605 STATE ST, SALEM, OR 97310 STRUCTURAL S0.01 GENERAL NOTES GENERAL REQUIREMENTS:A.IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS ANDNECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED.B.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, TECHNIQUES, SEQUENCING,AND SAFETY REQUIRED TO COMPLETE CONSTRUCTION.C.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS PRIOR TO PROCEEDING WITHCONSTRUCTION. ALL DISCREPANCIES SHALL BE APPROVED BY THE ARCHITECT OR ENGINEER OFRECORD.D.CONTRACTOR SHALL VERIFY ALL REQUIRED PENETRATIONS ON ARCHITECTURAL, MECHANICAL ANDELECTRICAL PLANS. ALL DIMENSIONS SHALL BE FIELD VERIFIED AS EARLY AS POSSIBLE.E.CONTRACTOR SHALL THOROUGHLY REVIEW AND REDLINE ALL SHOP DRAWINGS PRIOR TO SUBMITTALTO THE ENGINEER AND ARCHITECT. SUBMIT SHOP DRAWINGS IN A TIMELY FASHION TO ALLOW 10BUSINESS DAYS FOR REVIEW BY DESIGN TEAM. ALL MODIFICATIONS OR COMMENTS MADE DURINGREVIEW DO NOT RELIEVE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS ORSPECIFICATIONS. FOUNDATIONS:A.ALL FOOTINGS TO REST ON FIRM, UNDISTURBED SOIL, OR STRUCTURAL FILL, FREE OF ORGANICMATERIAL, AND CAPABLE OF SUPPORTING A MINIMUM ALLOWABLE BEARING PRESSURE OF 1,500 psf.UNDER COMBINED DEAD AND LIVE LOADS.B.ALL SLABS-ON-GRADE SHALL BE UNDERLAIN BY A MINIMUM OF 6" OF FREE- DRAINING(LESS THAN 5% PASSING THE NO. 200 SIEVE), WELL GRADED, CRUSHED ROCK. THEBASE COURSE MATERIALS SHALL BE COMPACTED TO AT LEAST 95% OF MAXIMUM DRYDENSITY. REINFORCING STEEL:A.ALL REINFORCING STEEL SHALL BE BILLET STEEL DEFORMED BARS CONFORMING TO ASTM A615, GRADE60, EXCEPT USE ASTM A706, GRADE 60 BARS WHERE WELDING IS REQUIRED. (NO. 3 BARS MAY BEGRADE 40). SUBMIT MILL CERTIFICATES FOR ALL BARS REQUIRING WELDING.B.FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1-16"MANUAL OF STANDARD PRACTICE" AND CHAPTER 25 OF ACI 318 "SPECIFICATIONS FOR STRUCTURALCONCRETE FOR BUILDINGS".C.ALL CONCRETE SLAB REINFORCING STEEL SHALL BE SUPPORTED AT THE REQUIRED HEIGHTS BYAPPROVED BOLSTERS PRIOR TO POURING SLAB CONCRETE.D.REINFORCING STEEL LAP SPLICES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD CLASS BSPLICES STAGGERED BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. E.PROVIDE CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL BARS AND PROJECT 48 DIAMETERSEACH WAY OR 2'-0" X 2'-0" MINIMUM UNLESS DETAILED OTHERWISE.F.PROVIDE (2)-#5 BARS AROUND ALL OPENINGS AND RECESSES. EXTEND THESE BARS 24 INCHES BEYONDTHE CORNER OF THE OPENINGS.G.CONTRACTOR SHALL PROVIDE AND CAST IN ALL NECESSARY INSERTS.REINFORCING PROTECTION:A.CONCRETE DEPOSITED AGAINST EARTH: 3 INCHES.B.CONCRETE FORMED SURFACES EXPOSED TO GROUND AND WEATHER:#5 AND SMALLER BAR - 112 INCHES#6 AND LARGER BAR - 2 INCHESC.CONCRETE SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:#11 AND SMALLER BAR - 34 INCHESD.SLABS = 34 INCHES COLD FORMED STEEL (LIGHT GAGE STEEL):A.ALL LIGHT WEIGHT, COLD FORMED STEEL MEMBERS HAVE BEEN DESIGNED AND SPECIFIED TO COMPLYWITH COMMON SECTION DESIGNATIONS PER STEEL STUD MANUFACTURER'S ASSOCIATION, S.S.M.A. ALLPRODUCTS REFERENCED ARE DESIGNED TO MEET THE AISI PUBLICATION "COLD FORMED STEEL DESIGNMANUAL". GALVANIZED STEEL PRODUCTS ARE ASSUMED TO BE FORMED FROM STEEL WITH A MINIMUMYIELD STRESS OF 33 ksi (ASTM A653 GRADE 33) FOR ELEMENTS WITH THICKNESS 0.0451"(43 mil) ANDLESS, AND 50 ksi (ASTM A653 GRADE 50) ELEMENTS WITH THICKNESS GREATER THAN 0.0451"(43 mil).B.LIGHT GAGE FRAMING TO BE INSTALLED PER MANUFACTURER REQUIREMENTS, USING CONVENTIONALFASTENING METHODS.C.ALL COLD FORMED STEEL STUDS, JOIST & TRACK MILL CERTIFIED STEEL TO MEET:1.ASTM A653-GRADE 50 54-97mil (12-16ga) GALV. STEEL2.ASTM A653-GRADE 33 18-43mil (25-18ga) GALV. STEELD.ALL STEEL STUDS, JOIST & TRACK SHALL HAVE A LEGIBLE LABEL, STAMP OR EMBOSSMENT, AT AMAXIMUM OF 48" O.C., INDICATING THE MANUFACTURER'S NAME, LOGO OR INITIALS, ICBO EVALUATIONSERVICE REPORT NUMBER, THE MATERIAL BASE METAL THICKNESS (UNCOATED) IN 0.001 IN AND THEYIELD STRENGTH IF DIFFERENT THAN 33 ksi.E.MILL CERTIFICATES SHALL BE MADE AVAILABLE IF REQUESTED. MILL CERTIFICATES TO INCLUDE AS AMINIMUM THE CHEMICAL COMPOSITION, YIELD STRENGTH, TENSILE STRENGTH, ELONGATION, ANDCOATING THICKNESS.F.SCREW VALUES USED IN DESIGN MEET THE AISI SPECIFICATION E4 FOR SCREW CONNECTIONS.RECOMMENDED SCREWS:SCREW SIZETHICKNESS APPLICATION#8 x 114" LONG SHARP PT.33 mil ONLY12" PLYWOOD TO LG.#8 x 12" LONG SHARP PT.18 mil ONLYFRAMING SCREW#8 x 12" TEK PT.33 mil - 54 milFRAMING SCREW#8 x 114" LONG PILOT PT.25 mil - 68 mil 12" PLYWOOD TO LG.#8 x 2" LONG PILOT PT.25 mil - 68 mil34" PLYWOOD TO LG.#10-14 x 34" LG. HEX TEK PT.25 mil - 68 milFRAMING SCREWNOTE: MIN. OF 33 mil MATERIAL TO BE USED TO FASTEN PLYWOOD DESIGN LOADS:A.ROOF LOADS:DEAD LOAD= 20 psfSNOW LOAD= 27 psf (MIN.) or pf + DRIFTpg = 9 psfpf = 6.9 psfce = 1.0ct = 1.0B.WIND DESIGN DATA:ULTIMATE WIND SPEED = 104 mphEXPOSURE = "C"RISK CATEGORY IIIMWFRS - DIRECTIONAL PROCEDURE: (ASCE 7-16 CH. 27)Kd= 0.85G= 0.85Kzt= 1.0COMPONENTS AND CLADDING:INTERIOR PRESSURE COEFFICIENT = ±0.18ZONE 1:+11.2 psf* / -43.8 psfZONE 2:+11.2 psf* / -57.8 psfZONE 3:+11.2 psf* / -78.8 psfZONE 4:+22.8 psf / -24.8 psfZONE 5:+22.8 psf / -30.5 psf*MIN. ULTIMATE PRESSURE = 16 psfULTIMATE DESIGN WIND PRESSURE (1.0W) BASED ON 10 SF AREA AND MAY BE ADJUSTEDAS REQUIRED PER ASCE7 FOR LARGER AREAS.C.SEISMIC DESIGN DATA:SS = 0.813S1 = 0.407SITE CLASS = DSDS = 0.651SD1 = 0.513SEISMIC DESIGN CATEGORY DBASIC SEISMIC FORCE RESISTING SYSTEM:- SPECIAL MASONRY SHEARWALLSR = 5.0EQUIVALENT LATERAL FORCE ANALYSISRISK CATEGORY = IIID.IMPORTANCE FACTORS:SNOW(Is)= 1.10SEISMIC(Ie)= 1.25 MASONRY:A.CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE "N", MEDIUM WEIGHT HAVING AMINIMUM COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS. (f'm = 1,500 psi) MASONRY UNITS AT TIMEOF PLACEMENT SHALL HAVE BEEN AIR CURED FOR A MINIMUM OF 28 DAYS OR KILN CURED, WITH AMAXIMUM WATER ABSORPTION OF 17 pcf/unit AND A LINEAR SHRINKAGE OF 0.065 MAXIMUM.B.CLAY BRICK UNITS SHALL CONFORM TO ASTM C67, HAVING A MINIMUM COMPRESSIVE STRENGTH OF6000 psi. BRICK MORTAR ASSEMBLY WILL HAVE A MINIMUM COMPRESSIVE STRENGTH. (f'm = 2,350 psi)C.CONCRETE MASONRY BLOCK SHALL HAVE KORFIL INSULATION INSERTS IN CELLS WITHOUTREINFORCEMENT AND CELLS WITH VERTICAL REINFORCEMENT ONLY. OMIT INSERTS AT BOND BEAMS,LINTELS AND WHERE SHOWN ON DETAILS.D.MORTAR SHALL BE ASTM C270 TYPE "S" WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 psi AT 28DAYS FOR ABOVE GRADE MASONRY WORK. BELOW GRADE MASONRY SHALL BE TYPE "M" MORTAR.E.GROUT FILL ALL CELLS. GROUT SHALL EXCEED A COMPRESSIVE STRENGTH OF 2000 psi AT 28 DAYS INACCORDANCE WITH ASTM C476. SLUMP SHALL BE 912" ±112". SUBMIT COPY OF GROUT MIX DESIGN AND30 BREAK TEST RECORDS TO THE ENGINEER PRIOR TO GROUT PLACEMENT. WATER/CEMENT RATIOSHALL NOT EXCEED 0.56.F.ALL MASONRY CONSTRUCTION SHALL CONFORM WITH PRESENT OSHA REQUIREMENTS INCLUDINGTHOSE REGARDING THE ESTABLISHMENT OF "LIMITED ACCESS ZONES".G.ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS 402/602 "SPECIFICATION FORMASONRY CONSTRUCTION" AND TRANSPORTING OF READY-MIX GROUT IN ACCORDANCE WITH ASTM C94"STANDARD SPECIFICATION FOR READY-MIX CONCRETE".H.MASONRY UNITS SHALL BE PLACED IN COURSES OF RUNNING BOND.I.REINFORCING STEEL SHALL BE RAIL STEEL DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.USE ASTM A706, GRADE 60 WHERE WELDING IS REQUIRED.J.PROVIDE KNOCKOUT BOND BEAM BLOCK FOR ALL HORIZONTAL BOND BEAMS AND AT THE TOPS OF EACHWALL.K.PROVIDE CORNER BARS SAME SIZE AND SPACING AS HORIZONTAL BARS AND PROJECT 48 DIAMETERSEACH WAY.L.PROVIDE (2)-#4 BARS AROUND ALL OPENINGS AND RECESSES. EXTEND THESE BARS 24" BEYOND THECORNER OF OPENINGS.M.MASONRY WALLS SHALL BE REINFORCED AS FOLLOWS, EXCEPT WHERE SHOWN OTHERWISE ON PLANS:8" WALLS - #5 VERTICAL AT 40" O.C. AT CENTERLINE OF WALL- (2) #4 HORIZONTAL CONTINUOUS AT 48" O.C. HOOK BAR AT ENDS OF WALLS. ACCEPTABLE POST INSTALLED ANCHOR PRODUCTS:A.THE FOLLOWING ANCHOR PRODUCTS HAVE BEEN APPROVED BY THE ICC FOR USE INCRACKED CONCRETE. THIS LIST IS PROVIDED FOR THE CONTRACTOR TO USE AS ARESOURCE FOR ALTERNATE MANUFACTURERS AND ANCHOR TYPES. IF AN ALTERNATE ISDESIRED FROM THIS LIST, THE CONTRACTOR IS TO NOTIFY THE E.O.R. SO THAT PROPERSIZE AND EMBEDMENT MAY BE SPECIFIED.B.LISTED ANCHORS MAY NOT BE AN EQUIVALENT TO THOSE SPECIFIED IN THE PLANS.ADHESIVE ANCHORS:·HILTI HIT-HY 200·HILTI HIT-RE 500-V3 EPOXY·SIMPSON SET-3G EPOXY·SIMPSON AT-XP ACRYLIC·DEWALT AC200+ ACRYLIC·DEWALT / POWERS PURE 110+ EPOXY·ITW RED HEAD EPCON G5 EPOXY·ITW RED HEAD EPCON S7 EPOXYWEDGE ANCHORS / EXPANSION ANCHORS:·HILTI KWIK BOLT TZ EXPANSION ANCHOR·HILTI HSL-3 HEAVY DUTY EXPANSION ANCHOR·SIMPSON STRONG-BOLT 2 WEDGE ANCHOR·DEWALT / POWERS POWER-STUD+ SD1 EXPANSION ANCHOR·DEWALT / POWERS POWER-STUD+ SD2 EXPANSION ANCHORSCREW ANCHORS:·HILTI KWIK HUS-EZ (KH-EZ) SCREW ANCHOR·SIMPSON TITEN HD SCREW ANCHOR·DEWALT SCREW-BOLT + SCREW ANCHORCONCRETE:A.ALL CONCRETE WORK SHALL CONFORM TO OSSC CHAPTER 19, "CONCRETE," ACI 318, "BUILDING CODEREQUIREMENTS FOR STRUCTURAL CONCRETE," ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE,"ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS."B.SPECIAL INSPECTIONS: ALL CONCRETE MIXES REQUIRE SPECIAL INSPECTION UNLESS OTHERWISENOTED.C.REINFORCING: ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY NOTED IN PLANS ANDDETAILS. WHERE REINFORCING IS NOT INDICATED, PROVIDE REINFORCING AS SHOWN IN SIMILARDETAILS AND VERIFY PLACEMENT WITH ENGINEER.D.CONCRETE EXPOSED TO WEATHER: ALL CONCRETE MIXES EXPOSED TO WEATHER SHALL BEAIR-ENTRAINED WITH AN AIR CONTENT OF 5% ±1%.E.CONCRETE CAST AGAINST EXISTING: WHERE CONCRETE IS CAST AGAINST EXISTING OR PREVIOUSLYCURED CONCRETE, ROUGHEN CONTACT SURFACES TO 1/4" AMPLITUDE AND CLEAN SURFACE OFLAITANCE, FOREIGN MATTER, PAINT AND LOOSE PARTICLES. APPLY LIQUID BONDING AGENT ONSURFACE OF EXISTING PRIOR TO PLACEMENT.F.FLY ASH: PORTLAND CEMENT CONTENT MAY BE REPLACED WITH UP TO 25% FLY ASH CONFORMING TOASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C, PROVIDED THAT MIX STRENGTH ISSUBSTANTIATED BY TEST DATA.G.SLAG: PORTLAND CEMENT CONTENT MAY BE REPLACED WITH UP TO 25% SLAG CEMENT CONFORMINGTO ASTM C989, PROVIDED THAT MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.H.ADMIXTURES: WATER REDUCING ADMIXTURES CONFORMING TO ASTM C494 MAY BE USED IN STRICTACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL BE INCORPORATED IN THECONCRETE MIX DESIGN SUBMITTAL.I.SLUMP: SLUMP REQUIRED FOR PROPER PLACEMENT SHALL BE DETERMINED BY THE CONTRACTOR ANDSUPPLIER BASED UPON DELIVERY TIME AND METHOD OF PLACEMENT AND INCLUDED IN THE MIX DESIGNSUBMITTAL INCLUDING INFLUENCE OF ADDITIVES.J.WATER: WATER SHALL BE CLEAN AND POTABLE. NO WATER SHALL BE ADDED IN FIELD UNLESSSPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER AS A PROPORTION ALLOTTED WITHINAPPROVED CONCRETE MIX DESIGN.K.SUBMITTALS: CONTRACTOR SHALL SUBMIT A COPY OF EACH CONCRETE MIX DESIGN AND (30) 28-DAYBREAK TEST RECORDS TO ENGINEER FOR REVIEW AND COMMENT. ALLOW SUFFICIENT TIME FOR REVIEWAND APPROVAL BEFORE DELIVERY.L.WEATHER: CONTRACTOR SHALL CAREFULLY MONITOR THE WEATHER IN THE DAYS PRECEDING ANDFOLLOWING SCHEDULED CONCRETE POURS. TEMPERATURES BELOW 40°F OR ABOVE 90°F CANADVERSELY AFFECT THE QUALITY OF CONCRETE. SIMILARLY, OTHER ENVIRONMENTAL FACTORS SUCH ASLOW HUMIDITY AND HIGH WIND SPEEDS CAN ALSO AFFECT THE QUALITY OF CONCRETE. CONTRACTORIS TO BE FAMILIAR WITH AND READY TO IMPLEMENT PROCEDURES OUTLINED IN ACI 305 / ACI 306 INTHE EVENT OF WEATHER CONDITIONS.M.PIPE & CONDUIT ARE NOT PERMITTED TO BE INSTALLED IN SLABS OR FOOTING TRENCHES WITHOUTPRIOR APPROVAL OF THE ARCHITECT OR ENGINEER.N.CONCRETE MIX DESIGNS:COARSEAGGREGATESIZEMAXIMUMWATER/CEMENTRATIOFOUNDATIONS112"LOCATION ADD’LNOTES.46MINIMUMCOMPRESSIVESTRENGTH (F'c)3,000NOTES:1.PER ASTM F710, WHEN A FLOOR COVERING IS TO BE INSTALLED OVER A SLAB, AMINIMUM 10 MIL VAPOR RETARDER WITH A PERMEANCE OF 0.1 SHALL BE INSTALLEDUNDER SLAB. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.2.EXCLUDES GROUND OR POLISHED SLAB FINISHES3.REFER TO ADDITIONAL NOTES UNDER “GROUND OR POLISHED CONCRETE SLABS”4.SPECIAL INSPECTION NOT REQUIRED SLABS ON GRADE.443,5001,234" CODES AND STANDARDS:A.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 OREGONSTRUCTURAL SPECIALTY CODE AND 2021 EDITION INTERNATIONAL BUILDING CODE INCLUDINGREFERENCE STANDARDS LISTED BELOW:·AMERICAN NATIONAL STANDARDS INSTITUTE/AMERICAN SOCIETY OF CIVIL ENGINEERS -(ANSI/ASCE 7-2016)·SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS (AISI -S100-2016/S202-2020)·AMERICAN CONCRETE INSTITUTE (ACI 301 - 2016, ACI 318 - 2019)·MASONRY STANDARDS JOINT COMMITTEE (MSJC/TMS 402 - 2016)DEVELOPMENTFACTORDEVELOPMENTLENGTHCLASS B LAP SPLICE LENGTH#3#4#5#6#7#8 48 x D18"24"30"36"52.5"60" 23.4"31.2"39"46.8"68.3"78" BOTTOM BARTOP BAR48 x D48 x D48 x D60 x D60 x D 30.4"40.6"50.7"60.8"88.7"101.4" BAR SIZE"D" STRUCTURAL INSPECTION AND TESTING:A.CONTRACTOR SHALL PROVIDE WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIALAND OWNER PRIOR TO COMMENCEMENT OF WORK AS REQUIRED BY OSSC SECTION 1704.2.3.B.ALL CONSTRUCTION SHALL BE INSPECTED IN CONFORMANCE WITH THE OREGON STRUCTURALSPECIALTY CODE.C.ALL ITEMS NOTED AS REQUIRING SPECIAL INSPECTION PER THE OREGON STRUCTURAL SPECIALTY CODEIN ACCORDANCE WITH SECTION 1705, SHALL BE PERFORMED BY A QUALIFIED PERSON WHO CANDEMONSTRATE COMPETENCE FOR THE PARTICULAR TYPE OF CONSTRUCTION BEING INSPECTED. THESPECIAL INSPECTIONS SHALL BE PERFORMED IN ADDITION TO THE INSPECTIONS REQUIRED BY THEOREGON STRUCTUR
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The Oregon State Penitentiary is soliciting bids for the construction of a Radio and Key Room Building. The project emphasizes a range of structural requirements, including specific reinforcement standards and construction methodologies. Respondents must ensure compliance with both local and federal regulations while delivering insights on design methods that adhere to the outlined engineering practices necessary for successful project completion.
The Oregon State Penitentiary (OSP) aims to construct a Radio and Key Room building that meets stringent engineering and safety standards detailed in the specifications.
- Construction firms with experience in institutional building projects.
- Contractors proficient in structural engineering and compliance.
- Firms capable of managing complex building requirements and safety standards.
- Obtain necessary construction approvals and permits.
- Verify all dimensions and details prior to construction.
- Submit shop drawings timely for review by the design team.
- Construct foundations on firm, undisturbed soil with appropriate bearing capacity.
- Implement required reinforcing steel standards including proper types and spacing.
- Comprehensive project timeline.
- Detailed compliance and safety protocols.
- Bid proposal including pricing and team qualifications.
- Submittal of shop drawings as per the project requirements.
More BidPulsar strategy notesCompliance, pricing, teaming, risks, questions, and coverage notes
- Ensure all construction methods meet OSHA standards.
- Verify compliance with ASTM standards for materials.
- Respect local, state, and federal building codes.
- Consider fixed pricing to ensure budget adherence.
- Include provisions for material cost fluctuations.
- Account for potential delays that could impact overall project cost.
- Consider engaging with structural engineering firms for additional technical expertise.
- Partner with local subcontractors familiar with Oregon regulations.
- Evaluate teaming with specialty contractors for materials procurement.
- Potential delays in obtaining necessary permits.
- Unforeseen construction challenges impacting timelines.
- Compliance risks related to material specifications and building codes.
- What specific regulatory approvals are required at the municipal and state level?
- Are there existing environmental considerations that may affect construction?
- What is the anticipated timeline for construction and completion?
Some notices publish limited source detail. Confirm these points before final bid/no-bid decisions.
- Specific start and end date for project performance.
- Exact location details for the construction site within OSP.
- Clarification on funding sources or budget limits for the project.
FAQ
How do I use the Market Snapshot?
It summarizes awarded-contract behavior for the opportunity’s NAICS and sector, including a recent pricing band (P10–P90), momentum, and composition. Use it as context, not a guarantee.
Is the data live?
The signal updates as new awarded notices enter the system. Always validate the official award and solicitation details on SAM.gov.
What do P10 and P90 mean?
P10 is the 10th percentile award size and P90 is the 90th percentile. Together they describe the typical spread of award values.