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HomeMy WebLinkAboutAgreements/Contracts - Facilities & MaintenanceGRANT COUNTY COMMISSIONERS AGENDA MEETING REQUEST FORM (Must be submitted to the Clerk of the Board by 12:00pm on Thursday) REQUESTING DEPARTMENT: Facilities and Maintenance DATE: 9/3/2026 REQUEST SUBMITTED BY: Kevin Schmidt PHONE: 509-754-2011, 3272 CONTACT PERSON ATTENDING ROUNDTABLE: Kevin Schmidt/Tom Gaines CONFIDENTIAL INFORMATION: ❑YES © NO WOMENs i j i u s Agreement / Contract ❑AP Vouchers ❑Appointment / Reappointment DARPA Related ©Bids / RFPs / Quotes Award ❑ Bid Opening Scheduled ❑ Boards / Committees ❑ Budget ❑ Computer Related ❑ County Code ❑ Emergency Purchase ❑ Employee Rel. 8 Facilities Related ❑ Financial ❑ Funds ❑ Hearing ❑ Invoices / Purchase Orders ❑ Grants — Fed/State/County ❑ Leases ❑ MOA / MOU ❑Minutes ❑Ordinances ❑Out of State Travel El Petty Cash ❑ Policies ❑ Proclamations R Request for Purchase ❑ Resolution ❑ Recommendation ❑ Professional Serv/Consultant ❑ Support Letter ❑ Surplus Req. []Tax Levies ❑Thank You's ❑Tax Title Property ❑WSLCB ♦ A I am respectfully requesting approval to proceed with moving the stairway at the Grant County Solid Waste Facility on Neva Lake Road in Ephrata. Moving the stairway is the first step in preparing the mezzanine to be enclosed on the bottom to create a breakroom. A request for bids was sent out and Montcada Sons LLC is the low bidder at $30,296. This is a capital project that was planned for this year and will be paid out of Public Work 401 funds. lot If necessary, was this document reviewed by accounting? ❑ YES ❑ NO Fm-1 N/A If necessary, was this document reviewed by legal? ® YES ❑ NO ❑ N/A DATE OF ACTION: � o� APPROVE: DENIED D2: D3: ARgTAInI DEFERRED OR CONTINUED TO: WITHDRAWN: 4/23/24 K26-171 CONTRACT THIS CONTRACT ("Contract"), entered by and between GRANT COUNTY, duly organized and operating under and by the Constitution and the laws of the State of Washington ("County"), and Montcada Sons LLC UBI No. 603-487-201, a company duly formed and doing business in the State of Washington ("Contractor"). In consideration of the mutual promises and covenants contained herein, the parties hereto agree as follows: 1. Work of Contract/Scope of Work. The Contractor shall do all work and furnish all tools, materials, equipment, and things of every description necessary for the removal and re- installation of the stairway as, infill the resulting opening in the mezzanine floor, and fabrication and installation of necessary guard and handrails. The location of this project is at the Grant County Landfill Shop, 3 803 Neva Lake Road NW in Ephrata, WA. "Work" means all work individually and collectively performed by the Contractor during the project. The Contractor will be responsible for supplying and doing all the work to complete the following: Supply the complete services, labor, materials, and equipment for moving the stairway as detailed in the engineering specifications in Appendix A. • Provide all materials, equipment, and labor to complete the project. • Detach and re -install the stairway as specified in the engineering specifications in Appendix A. • Infill slab at the resulting opening of moving the stairway. • Supply guard and handrails and toe kicks as specified in engineering specifications in Appendix A. • Proper jointing and sealing is required. • Removal and disposal of all waste generated by the project. Associated waste disposal costs are the responsibility of the contractor. • Provide safety barricades, signs, cones any other means to keep people and vehicles clear of the area while the project is occurring. • Develop plan with project manager to minimize impact to County business during project. • All permits and related costs are the responsibility of the contractor. • Clean up of all areas affected by work related to job. • Coordinate with project manager in regard to time needed to complete project. • Containers to properly store and haul all job -related materials, solid and liquid, for disposal. • MSDS are to be provided and available by the contractor upon demand and on site for any chemicals brought on site. 2. Project Site. The work shall be accomplished upon the real property commonly known as the Grant County District Court building situated on or about 3 803 Neva Lake Rd NW, Ephrata Washington, or as may be more specifically directed at the sole discretion of the County. 3. Date of Commencement and Date of Completion. The Contractor shall commence the work described herein upon receiving notice to proceed from the County beginning at a time mutually agreed upon by the parties after having obtained all necessary permits/bonds. Substantial completion of the work shall occur by October 31, 2026, unless delays beyond the FMPW2607 Stairway Relocation control of either party cause the date to be extended. This date will not be extended without approval by the County. 4. Contract Sum and Terms. The agreed Contract sum, except for provisions set forth below in Paragraph 13, and with payment of such Contract Sum subject to provisions set forth below in Paragraphs 8 and 11, and any other provision containedwithin the Contract which may affect such Contract Sum to be paid to Contractor, is as follows: Subtotal $2800.00 Washington State Sales Tax @ 8.2% $2296.00 Total $30,296.00 Retainage (5% of Subtotal) NA a Retainage: Retainage is not required for this project as it is under $3 5,000. b. Intents and Affidavits: Statements of intent to pay prevailing wages and affidavits of wages paid are required to be submitted to Washington State Labor and Industries according to RCW 39.12.040. c. Payment Interval and Billing_ The Contractor shall submit a monthly billing statement and invoice to the County. Such billing statement and invoice shall set out the nature of the work performed, the time and materials involved, or the percentage of work completed as mutually agreed upon by the Contractor and the County. The County will pay such a statement and invoice within thirty (30) days of receipt. 5. Performance and Payment Bonds: Required for this project. 6. Indemnity and Hold Harmless. The Contractor shall defend, indemnify, and hold the County, its officers, officials, employees, and volunteers harmless from any claims, injuries, damages, losses, or suits, including attorney fees, arising out of or in connection with the performance of the contract, except for injuries and damages caused by the sole negligence of the County. It is further specifically and expressly understood that the indemnification provided herein constitutes the Contractor's waiver of immunity under Industrial Insurance, title 51 RCW, solely for indemnification. The parties have mutually negotiated this waiver. The provisions of this section shall survive the expiration of termination of this contract. 7. Insurance. The Contractor shall procure and maintain, for the duration of this contract, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees, or subcontractors. The Contractor shall provide a Certification of Insurance evidencing: a. Automobile Liability insurance with limits no less than $1,000,000 combined FMPW2607 Stairway Relocation single limit per accident for bodily injury and property damage; and b. Commercial General Liability insurance written on an occurrence basis with limits no less than $1,000,000 combined single limit per occurrence and $2,000,000 aggregate for personal injury, bodily injury, and property damage. Coverage shall include but not be limited to blanket contractual; products/completed operations; broad form property damage; explosion, collapse, and underground (XCU) if applicable; and employer's liability. C. Worker's Compensation insurance at the limits established by the State of Washington. Any payment of deductible or self -insured retention shall be the Contractor's sole responsibility. The County shall be named as an additional insured on the insurance policy concerning work performed by or on behalf of the Contractor, and a copy of the endorsement naming the county as an additional insured shall be attached to the Certificate of Insurance. The Contractor's insurance shall be the primary insurance concerning the County, and the County shall be given thirty (30) days prior written notice of any cancellation, suspension, or material change in coverage. 8. Payments Withheld. The County may withhold or nullify the whole or part of any payment to such extent as may be necessary to protect the County from loss or damage for reasons including but not limited to: a. Work not within the Contract. b. Reasonable evidence that the work required by the Contract cannot be completed for the unpaid balance of the contract sum. c. Work by the County to correct defective work or complete the work. d. Failure by the Contractor to perform work within this Contract. e. Cost or liability that may occur to the County due to the Contractor's fault, negligent acts, oromissions. PROVIDED: In any case where part or all of a payment is going to be withheld for unsatisfactory performance, the County shall notify the Contractor per RCW 39.76.011(b). Authority of County. Suppose the Contractor fails to perform the work according to the requirements of the Contract Document. In that case, the County shall provide written notice of the deficiency to the Contractor, and the Contractor shall have seven days to correct the deficiency in the work. If the Contractor fails to correct the deficiency in the work within the seven days or to take and continue all appropriate steps to initiate the corrections in the event corrections cannot be reasonably completed in the seven days, the County may, without prejudice to other remedies: (a) use County forces, other contractors, or other means to make good the Contractor's deficiency, FMPW2607 Stairway Relocation and (b) deduct from or nullify the Contractor's payments the cost of such effort as described in paragraph 8 of this agreement. 9. Warranty of Construction. In addition to any special warranties provided elsewhere in the Contract Document and companion or applicable documents, the Contractor warrants that all work conforms to the requirements of the Contract and is free of any defect in. equipment, material, or design furnished or workmanship performed by the Contractor. Concerning all warranties, express or implied, for work performed or materials furnished according to the Contract and companion or applicable documents, the Contractor shall: . a. Obtain all warranties that would be given. in standard commercial practice. b. Require all warranties to be executed, in writing, for the benefit of the County; and c. Enforce all warranties for the benefit of the County, if directed by the County, including any subcontractor's, manufacturer's, or supplier's warranty that extends beyond the period specified in the Contract. d The obligations under this Section shall survive completion. 10. Successors and Assigns. The County and Contractor respectively bind themselves, their partners, successors, assigns, and legal representatives to the other party hereto and to partners, successors, assigns, and legal representatives of such other party regarding covenants, agreements, and obligations contained in the Contract. Neither party shall assign the work without the written consent of the other. If either party attempts to assign without such consent, that party shall remain legally responsible for all obligations outlined in the Contract. 11. Changes in Work. The County may, at any time and without notice to the Contractor's surety, order additions, deletions, revisions, or other changes in the work. These changes in the work shall be incorporated into the Contract Document through the execution of Change Orders. Suppose any change in the work ordered by the County causes an increase or decrease in the Contract Sum or the performance time. In that case, an equitable adjustment shall be made, and such adjustments(s) shall be incorporated into a Change Order. If the County desires to order a change in the work, it may request a written Change Order proposal from the Contractor. The contractor shall submit a Change Order proposal within 14 days of the request from the County or within such other period as mutually agreed. The contractor's Change Order proposal shall include total compensation for implementing the proposed change in the work, including any adjustment in the contract sum or time of performance, and including compensation for all delays in connection with such change in the work and for any expense or inconvenience, disruption of schedule, or loss of efficiency or productivity occasioned by the change in the work. Upon receipt of the Change Order proposal or a request for equitable adjustment to the contract sum or time of performance, the County may accept or reject the proposal, request further documentation, or negotiate acceptable terms with the Contractor. FMPW2607 Stairway Relocation Pending agreement on the terms of the Change Order, the County may direct the Contractor to proceed immediately with the Change Order work. The contractor shall not proceed with any change in the work until it has obtained the County's approval. All work done under anycounty- directed change in the work shall be executed per the Contract. 12. No Agency Relationship. Neither the Contract nor any agreement implied therefrom constitutes the Contractor as an agent or legal representative of the County for any purpose whatsoever, and the Contractor's relationship to the County because of the Contract Document shall be that of an independent contractor. The Contractor is not granted any express or implied right or authority to assume or create any obligation or responsibility on behalf of or in the name of the County or to bind the County in any manner or thing whatsoever. 13. Clean Up. The contractor shall always keep the project site, including hauling routes, infrastructures, utilities, and storage areas, free from accumulations of waste materials. Before completing the work, the Contractor shall remove its rubbish, tools, scaffolding, equipment, and materials from the premises. Upon completing the Work, the Contractor shall leave the project site in a clean, neat, and orderly condition that is satisfactory to the County. If the Contractor fails to clean up as provided herein, and after reasonable notice from the County, the County may do so, and the cost thereof shall be charged to the Contractor. 14. Survival. If any clause or provision of this Contract shall be invalid, the remaining clauses and provisions shall nevertheless be and remain in full force and effect. 15. Entire Agreement. The Contract embodies the entire agreement between the parties; all other agreements, oral or written, are now merged and superseded by the Contract. There are no other agreements which modify or affect the terms hereof. No amendment hereto shall be binding unless the terms thereof are in writing and signed by both parties. Time is of the essence. No verbal or other agreements modify or affect the Contract. 16. Explanation of Documents. The Contractor has thoroughly reviewed the Contract. The Contractor has had the opportunity to consult with legal counsel as to the legal effect of the Contract. 17. Notices. All notices required under the terms hereof are to be in writing and delivered personally to the party to receive the same or mailed by regular mail, postage prepaid to the address specified adjacent to the parties' signatures. All notices shall be deemed served upon delivery thereof or three (3) days following deposit of the notice in the U. S. mail as requiredherein. Headings, Construction. The headings of the sections and paragraphs are inserted solely for the convenience of the parties. They are not a part of and are not intended to govern, limit, or aid in constructing any term or provision hereof. In construing the parties' intent regarding In this contract, no more significant or stricter construction of any term or provision hereof shall be asserted against the county as drafter. FMPW2607 Stairway Relocation 18. Governing Law, venue. The performance and interpretation of the Contract Document shall be governed and interpreted by the laws of the State of Washington. Any litigation arising from or in connection with this Contract shall be conducted in Grant County, Washington. FMPW2607 Stairway Relocation CONTRAC-l'OR: Montcada Sons LLC Accepted License No. MONTCSL754KM UBI: 603-487-201 Dated the of �PLe 1026., ATTE'S' n E. Manell le k 0 f the Bat d Appro by Tui ror Bevier' uty Prosecuting Attorney WF w BOARD OF COUNTY COMMISSIONER� GRANT COUNTY, WASHINGTON f Kevin Burgess. Ck<lr FMPW,1.1607 Stair-Nvay- Relocation Appendl*xA Engineering Details and Specifications are on the following pages FMPW2607 Stairway Relocation EDGE OF DECK. TYP (E) H554x4 COL (E) GIRDER (8) EQ SPACES 24LW (E) GIRDER to Uj aj Ir N, A.- (3) il SPACES r, 4A* 1,-Er z-(r (2)EQSPPPES=6'0* (E) CONCRETE OVER 110 METAL BECK, G'TOTAL THICKNESS T.O.SLAB=11'-3' (E) HSS4x4 COL 4 (E) INFILL PLATEGIRDE �S-101/ SLAB P L3x3.114 F 3/5101 — 'WIDE L 5107 - - — — — — -- RELOCATED STAIR NEED TO STRENGTHEN THIS BEAM W/ ANGLES AT THE BOTTOM — --- FLANGE - — — — — — — - (E) V DP BAR GRATING TREAD. TYP 5.101 NOTES: 1. THE CONTRACTOR SHALL DESIGN TEMPORARY SHORING AND BRACINGTO SUPPORT THE STAIR DURING THE RELOCATION. THE STAIR WILL NOT REMAIN STABLE ONCE DISCONNECTED AT THE TOP AND/OR BOTTOM OF THE STRINGERS. 2. ALL DIMENSIONS SHOWN ON PLAN ARE BASSOON EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ANY DIMENSIONS PRIOR TO FABRICATION OR CONSTRUCTION. MEZZANINE FRAMING PLAN. Irl1v SCALE: I14'=1'-0" PLAN NORTH 3 4 1 (E) HANDRAIL SYSTEM (E) BENT PL SLAB 114 EDGE (E) CONC SLAB ON METAL (E) HANDRAIL SYSTEM ..... RELOCATED STAR RELOCATED STAIR PL 114OXO', TYP 1 316 21 M III N j MI TYP (E) 6CONC SLAB 3116 TMN ON GRADE L3x3xi/4 ALIGNED WITH I WITH PL 3/8 STAIR STRINGER CONNECTION FLAT PLATE TYP �lrl'0 THREADED ROD 3 SIDES 114 (E) BEAM 3116 TMIN TYP EPDXY ANCHOR (4EMBED) STAIR CONN TO BEAM SCALE:314--lLir HANDRAILTO TYP 3116 BE REMOVED (E)HANDRAILTO n BE REMOVED (E) HANDRAIL (N) PIPE 1'112 STD 0 15r SHOT PINS SPACED MECHANICAL I 1i OC DECKTO ANGLE ROOM CONNECTION, TYP coNc SLAB ON i irr (E) HANDRAIL ON COMPOSITE METAL DECK, (E) TOE TICK 4- STAIR STRINGERS 1 RELOCATED (E) BENT PL SLAB WT 6- TOTAL DEPTH, W/ I STAIRCASE EDGE, TYP 6x6xW2.9xVM9WWF (E) DECK EDGE ANGLE 7 C lu y _X T4r CLR 2'MIN J I'L__ CONT BEARING 3116 4.12 L3x3x7l4, 18GA 1 12r TYP METAL B-DECK z (E)BEAM, TYP #3 @IIr OC AROUND PERIMETER DRILL (N) CONNECTION AND EPDXY 4'INTO NEW POSTTO EXISTING SLAB DECK -EDGE PLATE TYP 41 3 E STAIR INFILL 4 STAIR SECTION AT MEZZANINE SCAM W-77 GENERAL STRUCTURAL NOTES GENERAL' CONCRETE: THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO CONCRETE CONSTRUCTION SHALL CONFORM VfITH THE LATEST EDITION OFACI 301, 'SPECIFICATIONS FOR NOT INDICATE THE METHOD OF CONSTRUCTION. THE STRUCTURE IS DESIGNED TO BEA STABLE UNIT AS A STRUCTURAL CONCRETE FOR BUILDINGSAND ACI 318,"BUIUDING CODE REQUIREMENTS FOR REINFORCED COMPLEIFEDWHOLE ITIS THE CONTRACTORS RESPONSIBILITYTO DESIGN, ERECTAND INSPECTTEMPORARY CONCRETE'. SUBMIT MIX DESIGNS FOR EACH CLASS OF CONCRETE ALL CONCRETE SHALL BE NORMAL WEIGHT SHORES, BRACES, ETC. TO SUPPORTTHE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, CONCRETE UNLESS NOTED OTHERWISE. WIND AND LATERAL EARTH PRESSURE UNTIL ITS COMPLETION. OBSERVATION VISITS TO THE SITE BY THE MIN STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THESEMETHODS OF CONSTRUCTION. CEMENT 280AY CONTENT STRENGTH MAX SIZE AIR MAX CONSTRUCTION MATERIAL SHALL BE PLACED ON FRAMED FLOORS AND ROOFS SUCHTHAT THE DESIGN LIVE ITEM(SACKSICY) Fc (PSI) AGGREGATE ENTR SLUMP LOADS ARE NOT EXCEEDED. B WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE EDITIONS OFTHE INTERNATIONAL BUILDING CODEAND CONC OVER METAL DECK — 512 4DD0 314" 2% 4* TESTING STANDARDS ACCEPTED BY THEAUTHORITY HAVING JURISDICTION ANDAPPLICABLEATTHE TIMETHE STRUCTURAL STEEL PROJECT WAS PERMITTED, ROLLED SHAPES OTHER THAN VADE-FLMGE SHAPES, COORDINATION. ALL PLATES, BARS AND RODS ASTM A36, Fy= 36 KSI THE CONTRACTOR SHALL VERJ FY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIORTOSTARTING FABRICATION AND ERECTION: CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER LATEST ASC AND AWS CODES APPLY. FABRICATE AND ERECT IN ACCORDANCE WITH LATEST EDITION OFAISC SHOP DRAWINGS *SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", SPLICING OF STRUCTURAL MEMBERS IS NOT PERMITTED UNLESS NOTED ON THE DRAWINGS. ALL BEAMS SHALL BE ERECTED WITH SHOP DRAWINGS FOR STRUCTURAL ENGINEER REVIEW PRIOR TO FABRICATIONIEREC 11ONIINSTALLATION. THE NATURAL CAMBER UPWARDS. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO ENGINEERING REVIEW. WELDING: ENGINEER'S REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND INEEF GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. SUBMIT ELECTRONIC ALL WELDING SHALL BE By CERTIFIED WELDERS HAVING CURRENT EXPERIENCE IN TYPE OF WELD SHOWN ON COPY FOR ENGINEERING REVIEW THAT INCLUDES CONTRACTORS REVIEW COMMENTS. DGCUMENTWILL BE DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BYAN ACCEPTED TESTING AGENCY. ALL WELDING MARKED AND RETURNED ELECTRONICALLY. SHALL BEIN ACCORDANCE WITH THE LATEST EDITION OF THE AWS D1.1 'STRUCTURAL WELDING CODE. STEW OR THE CONTRACTOR SHALL ALLOW 2 WEEKS FOR ENGINEERS REVIEW OF SUBMITTALS. COMMENTS ALTERNATEAWS CODES AS APPLICABLE. ALL STRUCTURAL WELDING PROCESSES SHALL MEET THE H2 LOW OR MARKS ON SUBMITTALS AREA NORMAL AND EXPECTED PART OF THE SUBMITTAL PROCESS AND SHALL NOT BE HYDROGEN CMTERIA OFAWS DIA ANNEX I UNLESS OTHERWISE NOTED. USE70XX ELECTRODES OR EQUIVALENT USED AS A BASIS FOR CHANGE ORDERS.TIME REQUIRED TO REVISE AND SUBMIT ANY SUBMITTAL SHALL BE WIRE SHOP WELDS AND HELD WELDS SHALL BE SHOWN ON SHOP DRAWINGS, ALL COMPLETE PENETRATION WELDS CONSIDERED INHERENTTO THE SUBMITTAL REVIEW PROCESS AND SHALL NOT BE DEEMED A CHANGE ORDER. SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTING AGENCY. ALL DEFORMED BAR ANCHORS, DOWEL BAR ANCHORS, AND THREADED STUDS SHALL BE END WELDED PER MANUFACTURERS RECOMMENDATIONS. HEADED RE -SUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWINGS CLOUDS AND REVISION DATES, STUDS SHALL BE INSTALLED WITH A STUD WELDING GUN. STICK WELDING WILL NOT BE ALLOWED FOR HEADED STUDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS. FLARE BEVEL GROOVE WELDS MUST HAVE AN EFFECTIVE THROAT EQUAL TO THETOTAL SIZE ALLOWED PER AWS DIA FIGURE 5.2 FOR THE CONNECTION AND MEMBERS SIZES SHOWN AT EACH CONDITION. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE FOLLOWING ITEMS IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE PLANS OR IN THE PROJECT SPECIFICATIONS: BOLTS: 1. REINFORCING FOR CMU AND CONCRETE ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC. SHALL BE INSTALLED WITH STEEL WASHERS. TYPE N BOLTS PER 2. STRUCTURAL STEEL LATEST EDITION OF AISC"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS'AND SHALL BE 3. METAL DECK PREIENSIONED USING THE MMN OF THE NUTMETHOD AS DEFINED BY AISC UNLESS NOTED OTHERWISE SIMPSON BOLTS AND ANCHORS MAY BE SUBSTITUTED WITH AN APPROVED ICC RATED PRODUCT. CODE: STEEL DECK. A 2021 EDITION OF THE INTERNATIONAL BUILDING CODE. FLOOR DESIGN LOADS: W2 FORMLOK Z'X 20 GAGE GALVANIZED DECK WITH SHEET WIDTH = 36' FLOOR LIVE LOADS: MINIMUM I = OA23 IN'4. MINIMUM +5 = 0,361 IN'3. STAIRS AND EXITS (REDUCIBLE) 1DDPSF LIGHT STORAGE (NON -REDUCIBLE) 125 PSF ALL STEEL DECK SHALL CONFORM TO ASTM A653, STRUCTURAL STEEL (SS), GRADE 50 (Fy = KSI) OR BETTER AND SHALL HAVE CURRENT I CC APPROVAL, GALVANIZE ALL DECK IN ACCORDANCE WITH ASTM A924 G60. POST4NSTALLED ANCHORAGE ANCHORAGETOCONCRETE ADHESIVE ANCHORS HILTIHIT-HYMOV3 SIMPSON SET-XP OR AT-XP DEWALT PURE 110+ 3 4 1 5 - - - ®COFFMAN ENGINEERS 221 N. Wall Street Suite 500 Spokane, WA 99201 ph 509.328.2994 www.coffman.com LANDFILL SHOP STAIR RELOCATION Ephrata, WA GRANT COUNTY z 0 0 LL F- Z O® z 0 REV DATE DESCRIPTION PR0J. NO. 252505 DRAWN JDB @) COFFMAN ENGINEERS INC. 11111 FRAMING PLAN AND DETAILS SHEET NO: 1; .- A () I