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HomeMy WebLinkAbout2022-542-E-AMS-Abacus Builders-Piedmont Food and AG install roof system over existing exterior freezer units Revised 06/21 1 [Departmental Use Only] TITLE PFAP Roof RFP5364 FY 2022-2023 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called “Agreement”), made as of the 17th day of October, 2022, by and between Abacus Builders, Inc., (hereinafter called the “Contractor”), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the “County,” “Orange County,” or “Owner”). W I T N E S S E T H: That the Contractor and the Owner, for the consideration herein named, agree as follows: 1. CONTRACT DOCUMENTS; PRIORITY The Contract Documents consist of this Agreement, the Request for Proposals, Proposal, Construction Drawings, and Written Specifications. The Contract Documents form the Contract. In the event of any inconsistency between or among the Contract Documents the Contract Documents shall be interpreted in the following order of priority: a. This Agreement. b. Designer Approved Bulletins and Field Orders. c. Request for Proposals and addenda thereto. d. Proposal. 2. SCOPE OF WORK The Contractor shall furnish and deliver all of the materials, and perform all of the work required by this Agreement within the time period stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner and in accordance with the following enumerated documents, which are made a part hereof as if fully contained herein: a. Construction Drawings prepared by Summit Design & Engineering Services (Sheet S-1, S.2, S.3, S.4, S.5, S.6, C-1 (Add Alternate 1 Roof over Freezers only. All other work was previously completed) dated 11/17/2018) b. Written specifications prepared by the project engineer. c. Abacus Builders, Inc proposal dated September 14, 2022 which fully describes the work to be performed. Such work will hereafter be called the “Work”. d. Related documents listed under Section 1 above. DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 2 3. TERM AND SCHEDULING a. The Contractor agrees to commence work pursuant to the written Notice to Proceed. b. The Contractor agrees to complete substantially all Work by March 31, 2022. c. Time is of the essence with respect to all dates specified in the Contract Documents as Completion Dates. d. The Contractor shall perform the Work in the time, manner, and form required by the Contract Documents and as stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner. e. It is expressly understood that the Owner will employ other contractors to perform work as a part of the Project whose work will be performed simultaneously and sequentially with the performance of the Work by the Contractor. It shall be necessary for the Contractor to coordinate its activities with such other contractors, particularly with respect to access to work areas, storage of materials and other common facilities. f. Should the Owner determine that the Contractor is behind schedule Owner may require, at no additional cost to the Owner, the Contractor to expedite and accelerate its efforts, including providing additional resources and working overtime, as necessary, to perform the Work in accordance with the approved project schedule. 4. STANDARD OF CARE a. The Contractor shall exercise reasonable care and diligence in performing the Work in accordance with the highest generally accepted standards of this type of Contractor practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Contractor is solely responsible for the professional quality, accuracy and timely completion and submission of all work. b. The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance or configuration. c. Contractor shall be responsible for all errors or omissions caused by its employees, agents, contractors, or assigns in the performance of the Agreement. Contractor shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the Owner. d. Contractor is an independent contractor of Owner. Any and all employees of the Contractor engaged by the Contractor in the performance of any work or services required of the Contractor under this Agreement, shall be considered employees or agents of the Contractor only and not of the Owner, and any and all claims that may or might arise under any workers compensation or other law or contract on behalf of said employees while so engaged shall be the sole obligation and responsibility of the Contractor. e. If activities related to the performance of this Agreement require specific licenses, DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 3 certifications, or related credentials Contractor represents that it or its employees, agents and subcontractors engaged in such activities possess such licenses, certifications, or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. f. The Contractor is responsible for all physical damage to owned or rented machinery, tools, equipment, forms, and other items owned, rented or used by the Contractor and Subcontractor(s) in the performance of the Work including all of Owner’s property in Contractor’s care, custody, or control, and all such property while it is in transit. g. The Contractor is solely responsible for obtaining all permits necessary to complete the Work in compliance with all local, state, and federal laws. 5. PAYMENT & TAXES a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, and the Contractor hereby agrees to perform all of the Work for a sum not-to- exceed One Hundred Sixteen Thousand, Two Hundred Fifty-Nine Dollars ($116,259.00). Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Owner’s Representative, generally the architect if an architect is retained on the Work, a Request for Payment for work done during the previous calendar month. i. The Request for Payment shall be in form of a standardized invoice or AIA Document G702-703 appropriately addressed to Owner’s Representative at PO Box 8181, Hillsborough, NC 27278 and shall show substantially the value of work done during the previous calendar month. ii. The amount due for payment shall be ninety-five percent (95%) of the value of work completed since the last Request for Payment and this amount shall be paid by the Owner on or before the last business day of the month. Owner shall retain five percent (5%). 1. Upon Owner’s Representative’s certification that ninety percent (90%) of the Work has been satisfactorily completed retainage may be discontinued. Retainage may be discontinued, at Owner’s Discretion, so long as work continues to be completed satisfactorily and on schedule. iii. Final payment shall not be due to the Contractor until thirty (30) days after one hundred percent (100%) of the Work, including punch list work, has been satisfactorily (as determined by the County) completed and an appropriate affidavit as required in Section 7(c) below has been received by Owner. b. Should Owner reasonably determine that Contractor has failed to perform the Work related to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10) days to cure the breach. Owner may withhold the accompanying payment without penalty until such time as Contractor cures the breach. i. Should Contractor or its representatives fail to cure the breach within ten (10) days, or fail to reasonably agree to such modified schedule, Owner may immediately terminate this Agreement in writing, without penalty or incurring further obligation to Contractor. ii. This section shall not be interpreted to limit the definition of breach to the failure to perform the Work related to a Request for Payment. DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 4 c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. It shall be the Contractor's responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of its subcontractors. 6. INSURANCE AND BONDS a. Minimum requirements – Contractor shall obtain, at its sole expense, Commercial General Liability Insurance, Automobile Insurance, Workers’ Compensation Insurance, and any additional insurance as may be required by Owner’s Risk Manager as such insurance requirements are described in the Orange County Risk Transfer Policy and Orange County Minimum Insurance Coverage Requirements (each document is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). If Owner’s Risk Manager determines additional insurance coverage is required such additional insurance shall be designated here N/A (if no additional insurance required mark N/A as being not applicable). Contractor shall not commence construction work until such insurance is in effect and certification thereof has been received by the Owner's Risk Manager. b. Performance Bonds – Contractor shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising under any of the Contract Documents or related in any way to the Work. Contractor shall immediately furnish a copy of such bonds to any requesting person who appears to be a potential beneficiary of bonds covering payment obligations arising under any of the Contract Documents. This subsection 6(b) applies only to Contracts of fifty thousand dollars ($50,000.00) or more where the total cost for the project is three hundred thousand dollars ($300,000.00) or more. 7. INDEMNITY a. To the extent authorized by North Carolina law the Contractor shall indemnify, without limitation, and hold harmless to the maximum extent permitted by law the Owner and its agents and employees from and against any and all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from the performance or nonperformance of the Work, provided that any such claim, damages, loss or expense (A) is attributable to bodily injury, sickness, disease or death or injury to, or destruction of, property, including the loss of use resulting therefrom; and (B) is caused in whole or in part by any breach of any provision of the Agreement or by any negligent or wrongful act or omission of the Contractor, any Subcontractor, or supplier of the Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The indemnification obligation under this paragraph shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' compensation acts, disability benefits acts or other employee benefit acts. It is the intent of this section that the Contractor shall indemnify the County to the maximum extent allowed by law. b. The Contractor shall indemnify and hold harmless Owner from any lien of whatever type through the purchase of appropriate bonds and insurance as designated in Section 6 above. In the event any such lien is filed against Owner’s property Contractor shall, through such DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 5 bonds and insurance or at Contractors expense, defend Owner against all such claims of lien. c. Upon completion of the Work the Contractor shall execute an affidavit stating there are no unpaid debts for any work that has been done or materials that have been furnished to the project prior to and as of the date of substantial completion and further stating that Contractor shall indemnify, save and protect Owner and Owner’s lender, if any, harmless from and against any and all claims, liabilities, losses, damages, causes of action, and expenses (including court costs and reasonable attorney’s fees related thereto) arising out of, in connection with, or resulting from any such debts and liens. Such indemnification shall be in a form and substance acceptable to Owner. d. By executing this Agreement Contractor agrees to abide by and be bound by the indemnification provisions herein and of Section 7(c) specifically. 8. DISPUTE RESOLUTION AND GOVERNING LAW a. Any dispute with respect to any provision of, or the performance or non-performance of, this Agreement shall be subject to the Dispute Resolution Rules and Procedures for Orange County Design, Building Construction, Renovation, and Repair Projects. The policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). b. The laws of the State of North Carolina shall apply to the interpretation and enforcement of this Agreement. Any and all suits or actions to enforce, interpret or seek damages with respect to any provision of, or the performance or nonperformance of, this Agreement or the Contract shall be brought in the General Court of Justice of North Carolina sitting in Orange County, North Carolina and it is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. c. Notice of any claim by Owner or Contractor must be initiated by written notice to the other Party within thirty (30) days of the occurrence of the event giving rise to the claim or within thirty (30) days of the discovery of the event or condition giving rise to the claim, whichever is later. i. Should any claim be made, regardless of whether such claim is made by Owner or Contractor, Contractor shall continue to faithfully and diligently perform the Work in such a manner as to meet all scheduled timelines. Any failure to faithfully and diligently perform the Work may be deemed, by the Owner, a breach of the Contract. ii. If a claim is made such claim shall be made to the initial decision maker, if applicable, who may request more supporting data, reject the claim in whole or in part, approve the claim in whole or in part or advise the parties the claim is unable to be resolved. iii. If a claim is made by the Owner the Owner may, but is not obligated to, notify the surety. 9. NON–APPROPRIATION a. Contractor acknowledges that Owner is a governmental entity, and the validity of this Agreement is based upon the availability of public funding under the authority of its statutory mandate. DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 6 b. In the event that public funds are unavailable or not appropriated for the performance of Owner’s obligations under this Agreement, then this Agreement shall automatically expire without penalty to Owner immediately upon written notice to Contractor of the unavailability or non-appropriation of public funds. It is expressly agreed that Owner shall not activate this non-appropriation provision for its convenience or to circumvent the requirements of this Agreement. c. In the event of a change in the Owner’s statutory authority, mandate or mandated functions, by state or federal legislative or regulatory action, which adversely affects Owner’s authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to Owner upon written notice to Contractor of such limitation or change in Owner’s legal authority. 10. NOTICES Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Owner: Contractor: Orange County Abacus Builders, Inc Attn: A. Barnes Attn: Kevin Lancaster P.O. Box 8181 1226 Little Creek Rd. Hillsborough, NC 27278 Durham, NC 27713 11. MISCELLANEOUS a. Duties and Obligations imposed by the Contract Documents shall be in addition to any Duties and Obligations imposed by state, federal or local law, rules, regulations and ordinances. b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or duty granted them under the Contract Documents, nor shall any act or failure to act constitute any approval except as specifically agreed in writing. c. The Work shall be tested and inspected as required by the Contract Documents and as required by law. Unless prohibited by law the costs of all such tests and inspections related to state and federal codes such as ADA, Administrative, Electrical, Plum bing, Mechanical and Building Codes shall be borne by the Contractor. The costs for material and structural testing shall be conducted by an independent third party at the expense of the Owner. Delays related to any of the aforementioned tests and inspections shall not be grounds for delaying the completion of the work. If any such tests and inspections reveal deficiencies in the Work such that the Work does not comply with terms or requirements of the Contract Documents and the requirements of any code or law the Contractor is solely responsible for the cost of bringing such deficiencies into compliance with the terms of the Contract Documents and any code or law. d. Should the Architect, if an architect is retained for the project involving the Work, or Owner reject any portion of the Work for failing to comply with the Contract Documents Contractor shall immediately, at Contractor’s expense, correct the Work. Any such rejection may be made before or after substantial completion. If applicable, any additional DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 7 expense borne by the Architect under this section shall be paid at Contractor’s expense. e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in its entirety without the prior written consent of the Owner. f. By executing this Agreement Contractor affirms that Contractor and any subcontractors of Contractor are and shall remain in compliance with Article 2 of Chapter 64 of the North Carolina General Statutes. g. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.58. h. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.81. i. The County has designated (Angel Barnes, Capital Projects Manager) to act as the County's representative with respect to the Work and shall have the authority to render decisions within guidelines established by the County Manager or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. j. Contractor shall at all times remain in compliance with all applicable local, state, and federal laws, rules, and regulations including but not limited to all state and federal non- discrimination laws, policies, rules, and regulations and the Orange County Non- Discrimination Policy and Orange County Living Wage Policy (each policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). Any violation of the Orange County Non-Discrimination Policy is a breach of this Agreement and County may immediately terminate this Agreement without further obligation on the part of the County. This paragraph is not intended to limit and does not limit the definition of breach to discrimination. k. This Agreement together with any amendments or modifications may be executed electronically. All electronic signatures affixed hereto evidence the consent of the Parties to utilize electronic signatures and intent of the Parties to comply with Article 11A and Article 40 of North Carolina General Statute Chapter 66. l. In the event of a breach by Contractor Owner has sole authority to determine the reasonableness of Contractor’s actions to remedy such breach or complete the performance of its obligations. m. Upon request of the Owner, the Contractor shall submit to County all relevant documentation, including but not limited to, job cost records, to support its claims for final compensation and if such request is made final compensation shall not be due until all relevant documentation is received, reviewed, and approved by Owner. 12. CONSEQUENTIAL AND LIQUIDATED DAMAGES DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 8 a. Owner and Contractor mutually waive any claim against each other for consequential damages. Consequential Damages include: i. Damages incurred by Owner for loss of use, income, financing, or business. ii. Damages incurred by Contractor for office expenses, including personnel, loss of financing, profit, income, business, damage to reputation, or any other non-direct damages. b. Liquidated damages shall be in accord with the Contract Documents. If the Contract Documents do not otherwise address liquidated damages, such damages shall be in the amount of five hundred dollars ($500.00) per day. 13. TERMINATION OR SUSPENSION a. The Owner may, without cause, order the Contractor to terminate, suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is not due to or as a result of any fault on the part of the Contractor or any subcontractor, the Contractor may recover a per diem amount of five hundred dollars ($500.00) per day with a not-to-exceed limit of ten thousand dollars ($10,000.00). ii. In the event of termination by the Owner under this Agreement, the Contractor shall be entitled to receive its reasonable and documented direct costs prior to termination, including the cost of materials purchased for the Work which purchases cannot be canceled or which material cannot reasonably be used by the Contractor on other work, and the cost of closing down the work in a safe and efficient manner. iii. If Owner elects to suspend or terminate the contract pursuant to subparagraphs 13.a.i. or 13 a.ii. the sole remedy available to the Contractor are those listed in the subparagraphs and Contractor is not entitled to any right to further claims for any amount owed or disputed or for payment of damages alleged to have been sustained as a result of Owner’s order to delay, suspend, or interrupt the Work. b. The Owner may, with cause, order the Contractor to suspend, delay or interrupt the Work in whole or in part for such period of time as the cause remains. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is due to or as a result of any fault on the part of the Contractor or any subcontractor, the Owner may reduce payment at a per diem amount of five hundred dollars ($500.00) per day. c. Contractor may terminate the Contract if, at the Owner’s written direction, the Work is stopped for twenty one (21) consecutive days through no act or fault of the Contractor, their agents or employees, or a subcontractor or their agents or employees or any other person performing work pursuant to the Contract Documents. Contractor may terminate the Contract if a Court or other Public authority having jurisdiction enters a lawful order DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 Revised 06/21 9 that requires all work to be stopped and such stoppage lasts for twenty one (21) consecutive days. d. Either party may terminate this Agreement upon notice to the other party that obligations pursuant to this Agreement are made impossible due to declarations of emergency by Orange County or by North Carolina due to events directly impacting Orange County. Both parties shall remain responsible for all payment and performance due up to the receipt of such notice, but shall have no further obligation or responsibility beyond that date provided the terminating party has taken all reasonable steps to complete the performance of its obligations. 14. ENTIRE AGREEMENT All of the documents listed, referenced or described in this Agreement, the written Notice-to- Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents, and the work, labor, materials and completed construction required by the Contract Documents and all parts thereof is the Work. The Contract Documents constitute the entire agreement between Owner and Contractor. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and date first above written wholly or in a number of counterparts each of which shall, without proof or accounting for other counterparts, be deemed an original contract. ORANGE COUNTY CONTRACTOR ____________________________________ ________________________________________ Signature Signature County Manager ________________________________________ Printed Name and Title DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 President 10/11/2022 Kevin Lancaster 10/14/2022 Revised 06/21 10 ORANGE COUNTY—DEPARTMENT USE ONLY ______________________________________________________________________________ Party/Vendor Name: Abacus Builders, Inc. Party/Vendor Contact Person: Kevin Lancaster (abacusbuildersinc@gmail.com) Contact Phone: 252.903.7907 Party/Vendor Address: 1226 Little Creek Rd City Durham State: NC Zip: 27713 Department: AMS/PFAF Amount: $116,259.00 Purpose: Piedmont Food & Ag - Install Roof System over existing exterior freezer units Budget Code(s): 34600020-880000-10076 Vendor # 67763 (N/A if new vendor) Vendor is a BOCC consultant? Yes No Contract Type: (Check one) New Renewal Amendment Effective Date 10/17/2022 Approved by Board Yes No Agenda Date: --- For Section XIV. c. contracts only, Approved by Board in Current FY Budget Yes No This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this project has not been initiated prior to execution of the agreement: Department Director’s Signature ________________________________________ Date: ________ Agreements for emergency services or repair are not subject to the above affirmation. If services related to this agreement have already begun or been completed please briefly describe the nature of the emergency condition that was addressed: N/A Risk Management This agreement is approved for sufficiency of insurance standards, specifications, and requirements: Office of the Risk Management Officer___________________________________ Date: _________ Financial Services This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: Office of the Chief Financial Officer ____________________________________ Date: _________ Legal Services This agreement is approved as to legal form and sufficiency: Office of the County Attorney __________________________________________Date: ________ Clerk to the Board Received for record retention: All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Office of the Clerk to the Board __________________________________________Date:_________ DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 10/11/2022 10/11/2022 10/14/2022 10/14/2022 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RGD E S I G N C R I T E R I A BUILDING CODE: CONCRETE DESIGN CODE: CONCRETE DESIGN METHOD: STEEL DESIGN CODE: STEEL DESIGN METHOD: STEEL JOISTS: NORTH CAROLINA STATE BUILDING CODE, 2012 EDITION ACI 318-11, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE EQUIV. RECTANGULAR STRESS BLOCK AISC MANUAL OF STEEL CONSTRUCTION, LRFD, FOURTEENTH EDITION ELASTIC ANALYSIS, PLASTIC DESIGN SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS AND LONGSPAN JOISTS S N O W L O A D TERRAIN CATEGORY GROUND SNOW LOAD (Pg) SNOW EXPOSURE FACTOR (Ce) THERMAL FACTOR (Ct) SNOW IMPORTANCE FACTOR (Is) FLAT ROOF SNOW LOAD (Pf) B 15 PSF 1.0 1.0 1.0 15 PSF W I N D L O A D S MINIMUM WIND LOAD BASIC WIND VELOCITY RISK CATEGORY WIND EXPOSURE CATEGORY INTERNAL PRESSURE COEFFICIENT COMPONENTS & CLADDING 10 PSF 90 MPH II B ±0.18 CALCULATED BY PROVIDER PER ASCE 7-05 S E I S M I C D A T A BUILDING OCCUPANCY CATEGORY SEISMIC IMPORTANCE FACTOR (IE) MAPPED SPECTRAL RESPONSE ACCELERATION (SS) MAPPED SPECTRAL RESPONSE ACCELERATION (S1) SITE CLASS DESIGN SPECTRAL RESPONSE ACCELERATION (SDS) DESIGN SPECTRAL RESPONSE ACCELERATION (SD1) SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE RESISTING SYSTEM RESPONSE MODIFICATION FACTOR (R) DEFLECTION AMPLIFICATION FACTOR (Cd) DESIGN BASE SHEAR NORTH-SOUTH DIRECTION EAST WEST DIRECTION ANALYSIS PROCEDURE II 1.0 20.0% 7.8% D 21.3% 12.5% B NOT DETAILED 3.00 3.00 N/A N/A EQUIV. LAT. FORCE L I V E L O A D S SLAB ON GRADE 200 PSF ROOF (MINIMUM) 17.5 PSF G E N E R A L N O T E S 1.THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, CIVIL, MECHANICAL AND ELECTRICAL DRAWINGS. 2.THE CONTRACTOR WILL COORDINATE BETWEEN ALL TRADES. CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND THE DRAWINGS OF OTHERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER IN A TIMELY FASHION THAT PERMITS CLARIFICATIONS WITHOUT EFFECTING THE CONSTRUCTION SCHEDULE. 3.THESE DRAWINGS ALONG WITH ANY SPECIFICATIONS ISSUED CONSTITUTE THE CONTRACT DESIGN DOCUMENTS FOR THIS PROJECT. ANY DISCREPANCY BETWEEN THE TWO WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER FOR CLARIFICATION. FOR ESTIMATING PURPOSES THE CONTRACTOR WILL ASSUME THE MORE COSTLY ALTERNATIVE. NO MATERIALS MAY BE ORDERED, AND NO WORK MAY PROCEED UNTIL THE DISCREPANCY IS RESOLVED BY THE DESIGN PROFESSIONAL. 4.ALTERNATES OR SUBSTITUTIONS TO STRUCTURAL MATERIALS OR DESIGN ARE AT THE SOLE DISCRETION OF THE LICENSED STRUCTURAL ENGINEER OF RECORD. ANY MODIFICATION MUST BE APPROVED IN THE MANNER SET FORTH IN THE "FRONT END" SPECIFICATIONS. 5.ALL STANDARDS REFERENCED WITHIN THESE DOCUMENTS ARE TO BE THE EDITIONS REFERENCED IN CHAPTER THIRTY-FIVE OF THE INTERNATIONAL BUILDING CODE. 6.STRUCTURAL MEMBERS, INCLUDING BEAMS, COLUMNS, JOISTS, TRUSSES, WALLS, SLABS AND BRACING ELEMENTS, ARE DESIGNED FOR THE FINAL DESIGN LOADS GIVEN ON THIS SHEET. THE CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING AND BRACING. SHORING IS TO BE DESIGNED TO PRECLUDE THE OVERSTRESSING ANY STRUCTURAL ELEMENT (AS REQUIRED AT ANY STAGE OF CONSTRUCTION) UNTIL COMPLETION OF THIS PROJECT. 7.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ON-SITE SAFETY. AT A MINIMUM, THE CONTRACTOR IS TO RESEARCH AND IMPLEMENT ALL SAFETY REGULATIONS IN FORCE IN THE JURISDICTION OF THIS PROJECT. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR WILL BRING TO THE ATTENTION OF THE STRUCTURAL ENGINEER ANY STRUCTURAL DETAIL THAT WOULD PRODUCE AN UNUSUALLY UNSAFE CONDITION. F O U N D A T I O N S 1.THE PRIMARY BUILDING STRUCTURE IS DESIGNED FOR SUPPORT ON SPREAD FOOTINGS WITH AN ASSUMED ALLOWABLE NET SOIL BEARING PRESSURE OF 2000 PSF ON UNDISTURBED SOILS OR COMPACTED FILL. 2.IF SOIL AT THE SCHEDULED FOOTING ELEVATION IS OF QUESTIONABLE BEARING VALUE, THE ARCHITECT AND STRUCTURAL ENGINEER ARE TO BE NOTIFIED IMMEDIATELY. LOWER FOOTING ELEVATIONS IF REQUIRED BY ARCHITECT AND ENGINEER TO REACH FIRM SOIL. 3.CONTRACTOR IS TO PROVIDE PROPERLY DESIGNED SHEETING AND SHORING AT ALL OPEN EXCAVATIONS, OR LAY BACK THE CUT AT A SLOPE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER IN ORDER TO ENSURE SAFE WORKING CONDITIONS AND AS NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. ALL EXCAVATIONS SHALL BE ADEQUATELY DEWATERED BEFORE PLACEMENT OF CONCRETE. C O N C R E T E 1.ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS, ACI-301 AND THE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI-318 (EDITIONS IN FORCE). 2.CONCRETE MIX DESIGNS ARE REFERENCED IN THE PROJECT SPECIFICATIONS. FOR EACH DESIGN A SUBMITTAL WILL BE MADE BY THE CONTRACTOR AS OUTLINED IN THE SPECIFICATIONS. 3.ALL REINFORCING STEEL IS TO BE TIED TO PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT. TACK WELDING OF REINFORCEMENT STEEL IS PROHIBITED. 4.THE CONTRACTOR WILL SUBMIT A COMPLETE LIST OF ACCESSORIES AND PLACING DETAILS WITH SHOP DRAWINGS. 5.ALL REINFORCING STEEL IS TO BE CONTINUOUS. LAP BARS 40 DIAMETERS FOR BARS #6 AND SMALLER OR 48 DIAMETERS FOR BARS #7 AND LARGER AT SPLICE UNLESS NOTED OTHERWISE ON SCHEDULES OR DETAILS. 6.THE LOCATION OF ALL LAP SPLICES WILL BE SHOWN ON SHOP DRAWINGS. 7.NO CONCRETE ELEMENT MAY BE CORED TO PLACE THROUGH ITEMS (ie PIPES, ELECTRICAL LINES, ETC.). ALL THROUGH ITEMS PENETRATING HORIZONTAL SURFACES ARE TO BE PLACED IN SCHEDULE 40, STEEL, PIPE SLEEVES OF A DIAMETER SUFFICIENT TO ACCOMMODATE THE THROUGH ITEM. AT PENETRATIONS IN THE VERTICAL PLANE OF ELEMENTS THE PIPE SLEEVE DIAMETER WILL BE INCREASED BY AN AMOUNT TO PROVIDE 1 1/2" CLEAR DIMENSION AROUND THE THROUGH ITEM. 8.REFER TO ARCHITECTURAL DRAWINGS FOR ALL WATERPROOFING OF CONCRETE BELOW GRADE. 9.NO HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED IN CONCRETE ELEMENTS. LOCATE VERTICAL CONSTRUCTION JOINTS AT THE MIDDLE THIRD OF THE SPAN. PROVIDE 2x4, CONTINUOUS, BEVELED KEYWAYS AT SLABS AND (ONE MINIMUM) AND 2X8 BEVELED KEYWAY AT BEAMS. SUBMIT PROPOSED CONSTRUCTION JOINT LOCATIONS TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL. 10.ALL INTERSECTING BEAMS, WALLS, AND FOOTINGS SHALL HAVE CORNER BARS. REFER TO TYPICAL DETAILS. S T E E L 1.DIMENSIONS GIVEN ON THE STRUCTURAL DRAWINGS ARE PROVIDED AS A CONVENIENCE AND ARE SOLELY TO CONVEY THE QUANTITY AND NATURE OF THE STRUCTURAL STEEL LAYOUT. ALL FINAL DIMENSIONS ARE TO BE COORDINATED BY THE CONTRACTOR WITH THE PROJECT ARCHITECT BEFORE MATERIAL IS ORDERED OR FABRICATIONS HAS BEGUN. 2.UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS, SHEAR CONNECTIONS ARE TO BE DESIGNED USING THE AISC ALLOWABLE STRESS DESIGN METHOD FOR THE MINIMUM SERVICE LOAD REACTIONS PROVIDED ON THE FRAMING PLANS. ADDITIONALLY, SINGLE ANGLE CONNECTIONS ARE PROHIBITED AND MEMBERS WILL BE FURNISHED WITH A MINIMUM NUMBER OF WEB BOLT ROWS AS FOLLOWS: MEMBER DEPTH MIN. NUMBER OF WEB BOLT ROWS W4 - W10 2 BOLTS W12 OR GREATER 3 BOLTS 3.GENERALLY, 3/4" DIA., ASTM A-325-N BOLTS ARE TO BE USED FOR ALL BOLTED SHEAR CONNECTIONS UNLESS OTHERWISE INDICATED. THE FABRICATOR MAY USE OTHER DIAMETER BOLTS WHERE AISC RECOMMENDATIONS REQUIRE A SMALLER BOLT FOR GAGE OR BLOCK SHEAR REASONS OR WHERE STRENGTH REASONS REQUIRE LARGER DIAMETER BOLTS. THE PROVIDER OF BOLTS WILL PAINT THE HEADS OF THE NONSTANDARD BOLTS WITH IDENTIFYING COLORS UNIQUE TO A PARTICULAR DIAMETER OF BOLT AND WILL STRIPE THE FRAMING MEMBER AT THE CONNECTION SITE OUTSIDE THE FAYING SURFACE WITH THE CORRESPONDING COLOR. 4.FULLY TENSION ALL BOLTS WHERE DESIGNATED ON STRUCTURAL DRAWINGS AND AT MOMENT CONNECTIONS, INCLUDING BOLTS RESISTING ONLY GRAVITY LOADS. PROVIDE ASTM A-325-SC BOLTS AT CONNECTIONS WHERE INDICATED ON DRAWINGS. PREPARE FAYING SURFACES AT SUCH CONDITIONS PER AISC REQUIREMENTS. 5.SINGLE PLATE SHEAR CONNECTION IS THE PREFERRED METHOD OF ATTACHMENT BETWEEN BEAMS AND GIRDERS AND WHERE HORIZONTAL FRAMING MEMBERS ATTACH TO COLUMNS AT ANGLES OTHER THAN 90°. 6.COLD BENDING OF PLATE MATERIAL IS NOT PERMITTED FOR USE IN SKEWED CONNECTIONS. HEAT MEMBER OR BUILD UP FROM TWO PLATES AS REQUIRED AND FULLY TEST ANGLE FOR WELD DEFECTS. 7.ALL COPES AND CUTS IN STRUCTURAL MEMBERS ARE TO BE MADE FREE OF NOTCHES OR OTHER STRESS CONCENTRATORS. COPES ARE TO BE CUT AT A MINIMUM RADIUS OF 1/2". 8.ALL ROLLED STEEL MEMBERS ARE TO FABRICATED WITH MILL CAMBER UP. 9.COLUMN SPLICES ARE NOT ANTICIPATED ON THIS PROJECT. THE FABRICATOR MAY REQUEST COLUMN SPLICES SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. ALTHOUGH THE ACTUAL TYPE OF SPLICE WILL BE DETERMINED ON AN INDIVIDUAL BASIS, AISC TYPE VIIID COLUMN SPLICES MAY BE ASSUMED FOR PRICING PURPOSES. 10.ALL WELDS ARE TO CONFORM WITH ANSI/AWS D1.1 STANDARD AND ARE TO BE MADE BY CERTIFIED WELDERS. 11.ALL FULL AND PARTIAL PENETRATION WELDS IN MOMENT CONNECTIONS ARE TO MEET CYCLICAL LOADING STANDARDS. 12.A WELD SCHEDULE FOR ALL FIELD WELDS WILL BE FURNISHED BY THE ERECTOR. THIS SCHEDULE IS TO BE PREPARED BY A COMPETENT DESIGNER OF WELDS AND WILL INDICATE AT A MINIMUM PREHEAT, THE WELD FILLER MATERIAL, THE PROPER WELD DEPOSITION RATE AND THE WELDING MACHINE SETTINGS. 13.THE TOP FLANGES OF ALL MEMBERS ARE TO REMAIN UN-PRIMED AND UNPAINTED UNLESS EXPOSED TO VIEW. ADDITIONALLY, MEMBERS TO RECEIVE SPRAY APPLIED FIRE PROOFING OR MEMBERS EMBEDDED OR ENCASED IN CONCRETE ARE TO REMAIN UN-PRIMED AND UNPAINTED 14.ALL STEEL ELEMENTS AND CONNECTIONS WHICH WILL BE PERMANENTLY EXPOSED TO EXTERIOR CONDITIONS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. S T E E L J O I S T S 1.STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST STEEL JOIST INSTITUTE SPECIFICATIONS. JOIST MANUFACTURER SHALL BE A MEMBER OF THE S.J.I. 2.UNLESS SPECIFICALLY INDICATED OTHERWISE ON THE DRAWINGS, K-SERIES JOISTS SHALL BEAR A MINIMUM OF 21/2" ON STEEL SUPPORTS AND EACH END SHALL BE WELDED TO SUPPORTS USING A MINIMUM OF 2 - 1/8" x 1" LONG FILLET WELDS. INCREASE WELD SIZE AND LENGTH AS REQUIRED TO SATISFY UPLIFT REQUIREMENTS. 3.BOLT JOISTS AT COLUMN LINES IN ACCORDANCE WITH S.J.I. STANDARD SPECIFICATIONS AND PROVIDE BOTTOM CHORD EXTENSIONS. 4.JOIST BRIDGING IS INDICATED SCHEMATICALLY ON THE STRUCTURAL DRAWINGS. PROVIDE HORIZONTAL AND/OR DIAGONAL BRIDGING AND ACCESSORIES AS REQUIRED TO FULLY COMPLY WITH S.J.I. SPECIFICATIONS AND TO RESIST THE UPLIFT PRESSURES INDICATED. 5.PROVIDE TOP CHORD EXTENSIONS AND CEILING EXTENSIONS AS INDICATED AND AS NECESSARY TO SATISFY ARCHITECTURAL REQUIREMENTS. M A T E R I A L S 1.STEEL WIDE FLANGE MEMBERS ASTM A992, Fy = 50KSI ANGLES & CHANNELS ASTM A36, Fy = 36KSI PLATES & BARS (GENERAL)ASTM A36, Fy = 36KSI PLATES & BARS (MOMENT CONNECTIONS)ASTM A572, Fy = 50KSI HOLLOW STRUCTURAL SECTIONS (RECTANGULAR)ASTM A500 GRADE B, Fy = 46KSI MISCELLANEOUS PIPES ASTM A53, Fy = 35KSI BOLTS (FRAMING MEMBERS)ASTM A352-N ANCHOR RODS ASTM F1554 GRADE 55, WELDABLE ROOF DECKING ASTM A653SQ, GRADE 33 GALV. 2.REINFORCING STEEL GENERAL REINFORCING ASTM A615, Fy = 60KSI WELDED WIRE FABRIC ASTM A185, IN FLAT SHEETS 3.WELD ELECTRODES GENERAL - ROLLED OR FORMED MEMBERS E70xx ELECTRODES, CVN = 20#-FT AT 40 DEG. DECKING TO FRAME WELDS E70xx OR E60xx 4.CONCRETE FOOTINGS MIX F'c = 3000PSI NORMAL WEIGHT SLABS ON GRADE MIX F'c = 4000PSI NORMAL WEIGHT 5.GROUT F'c = 3000PSI FIRE PROTECTION 1.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING SEALED FIRE PROTECTION DESIGN AS REQUIRED BY NC BUILDING CODE. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.1 UO 11/27/2018 CCB CCB GENERAL NOTESFREEZER ADDITIONPIEDMONT FOOD & AGRIC.NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RGCJ8' - 0"23' - 4 1/2"41' - 8" 1 2 3 B A 17' - 6"17' - 7 1/16"20' - 5 1/2"FREEZER 2FREEZER 1 1 S.4 2 S.4 3 S.4 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1 HSS4X4X3/16 BP-1HSS4X4X3/16 BP-1 3 S.4 4 S.49 1/2" EQ. EQ. T.O.F. (-5 - 4")T.O.F.(-5 - 4")SLAB ON GRADE EXISITING BUILDING 9 1/2"S.4 9 1' - 0"1' - 0"T.O.F. (-5' - 4") T.O.F MATCH EXISTING FOOTING DRILL & EPOXY FTG. HORIZONTAL BARS 6" INTO FACE OF EXISTING FOOTING FACE OF EXISTING WALL FOOTING ASSUMED OUTLINE OF FREEZER T.O.F.MATCHEXISTINGFOOTINGDRILL & EPOXY 6" HORIZONTAL BARS INTO FACE OF EXISTING FOOTING RECESSED SLAB EDGE 11 S.4 RECESSED SLAB F3.5 (-5' - 4") F3.5 (-5' - 4") F3.5 (-5' - 4") F3.5 (-5' - 4") CONDENSING UNIT NOTES: 1. TOP OF SLAB REFERENCE ELEVATION = 0'-0" (TO MATCH EXIST. F.F.E.) 2. "FX" ON PLAN REFERS TO FOOTING MARK. SEE FOOTING SCHEDULE FOR ADDITIONAL INFORMATION. 3. "T.O.F." REFERS TO TOP OF FOOTING ELEVATION AS MEASURED FROM FIRST FLOOR REFERENCE ELEVATION AND IS NOTED (-X'-X") ON PLAN. 4. "C.J." ON PLAN DENOTES A SLAB CONTROL JOINT. REFER TO DETAIL 2/S4 FOR ADDITIONAL INFORMATION. 5. SEE 3/S4 FOR TYPICAL FOOTING DETAIL. 6. SEE 6/S4 FOR TYPICAL ANCHOR ROD DETAIL. 7. "BP-X" DENOTES COLUMN BASEPLATE, SEE 5/S4 FOR BASEPLATE DETAILS. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.2 UO 11/27/2018 CCB CCB FOUNDATION PLANFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 1/4" = 1'-0"1 FOUNDATION PLAN SPREAD FOOTING SCHEDULE Type Mark LENGTH WIDTH THICKNESS REINFORCEMENT F3.5 3' - 6" 3' - 6" 12" (4) #5 E.W. BOT NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RGW12X14 W12X14 W12X14W12X14 800S200-68 @ 16" O.C. 1 2 3 B A 17' - 6"17' - 7 1/16" W14X2220' - 5 1/2"9 1/2"1 S.6 2 S.6 3 S.6 2 S.6 (-8") (-8")(-8") D.B.E. (+10' - 0") D.B.E. (+11' - 0") EXISITING BUILDING KNEE BRACE (TYP) - SEE ELEVATION ON SHEET S.5 3 3 3 3 2 2 2 2 1 4' 4'NOTES: 1. DECK BEARING ELEVATION (D.B.E.) 2. TYPICAL ROOF CONSTRUCTION CONSISTS OF 1 1/2" TYP B 22 GA. METAL ROOF DECK PER DETAIL 6/S6 3. (+X'-X") DENOTES ELEVATION ABOVE FINISHED FLOOR, U.N.O. 4. (-X") DENOTES TOP OF STEEL BELOW D.B.E. CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.3 UO 11/27/2018 CCB CCB ROOF FRAMING PLANFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 1/4" = 1'-0"1 ROOF PLAN 3 -27.5 2 -18.8 1 -11.2 ZONE NET PRESSURE (PSF) ROOF UPLIFT SCHEDULE NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RG6"#4@12" O.C. EACH WAY WITH 1-1/2" TOP COVER 6" MIL VAPOR BARRIER COMPACTED CRUSHED STONE 4"TT/4NOTES: 1. INTERMEDIATE CONTROL JOINTS SHALL BE FORMED BY AN APPROVED TEMPORARY INSERT OR BY SAWING WITH AN APPROVED CONCRETE SAW. 2. REINFORCEMENT SHALL TERMINATE AT EACH JOINT. 3. SAWING SHALL BE DONE WITHOUT SPALLING AND RAVELLING AND NOT MORE THAN 24 HOURS AFTER CONCRETE IS PLACED. 4. AFTER CONCRETE HAS CURED FOUR DAYS, CLEAN AND DRY JOINT AND FILL WITH AN APPROVED SEALANT TO 1/8" OF SURFACE. 3/16" ± 1/16"SLAB REINF.SEE TYP. 1' - 0"8" 1' - 6" 3' - 2"2' - 0"2' - 0"1' - 0"2" CLR.3" CLR.#5 @ 12" O.C. @ MID- DEPTH OF WALL #4 @ 12" O.C. #5 @ 12" O.C. (3) #4 (2) #4 #5 HOOK BARS @ 12" O.C.1' - 4"GALV. L3X3X1/4 W/ 1/2"Ø HEADED STUDS @ 24" O.C. AT LOADING DOCK WALL ONLY CONC. SLAB ON GRADE T/FOOTING (-5' - 4") T/SLAB (+0' - 0") T/GRADE (-4' - 0") EXISTING STRUCTURE EPOXY #5 DOWELS 14" INTO EXISTING SLAB @ 12" O.C. TYP. SLAB ON GRADE 6"4" 10"10"1 1/2"1 1/2"1 1/2"1 1/2" 3/4" PLATE HSS COLUMN - SEE PLAN. 3/16 (4) 13/16" Ø OVERSIZED HOLES TYP. CORNER BARS - SIZE & SPACING SAME AS HORIZ. REINF., CLASS B LAP SPLICE FTG. WIDTHFTG. WIDTH FTG. HORIZ. REINF., SEE PLAN & DETAILS PLAN VIEW 8"1' - 0" 1 1/2" 1 1/2"1 1/2"1 1/2"3/16 3/4" PLATE 13/16" Ø HOLES FOR (4) 3/4" Ø TITEN HD ANCHORS C6X8.2 CONC. DOCK WALL AND REINFORCING, SEE TYPICAL DOCK WALL DETAIL PLAN PED-1 (12) #7 VERT W/ STD HOOK #4 TIES, SEE SECTION FOR SPACING ANCHOR RODS EMBEDDED INTO PIER 1' - 5 1/2"1' - 0 1/2" 4" CLR 1' - 10"1' - 10"9 1/2"9 1/2" 10 S.4 CONC. RETAINING WALL AND REINFORCING, SEE TYPICAL REINFORCING WALL DETAIL CONC. SLAB ON GRADE T/PAVEMENT (-4' - 0") T/FOOTING (-5' - 4") T/SLAB (+0' - 0") HSS COLUMN CONTROL JOINT (2) #4 TIES @ TOP OF PIER AND #4 TIES @ 12" O.C. (12) #7 VERT W/ STD HOOK COL. FOOTING, SEE FOOTING SCHEDULE FOR SIZE AND REINFORCEMENT COLUMN ANCHOR BOLTS EMBEDDED INTO PIER SECTION 1' - 5 1/2"4' - 0"1' - 0"WALL GOING UP TO THE ROOF 1' - 0"1' - 8" 8" 1' - 10" . ASTM F1554 THREADED ROD OR HEADED STUD PROVIDE WASHER AT OVERSIZED HOLES BASEPLATE 2" NON-SHRINK GROUT TOP OF FOOTING PEDESTAL LEVELING NUT W/ WASHER TACK WELD WASHER TO HEAVY NEX NUT MIN. PROJ = 2" GROUT ALLOW. + BASEPLATE THK. + 2 X THK. OF NUT BOTTOM OF FOOTING 8"#5 HOOK BARS @ 12" O.C. T/FOOTING (-5' - 4") T/SLAB (+0' - 0") T/GRADE (-4' - 0") 1' - 6" 3' - 2"1' - 0"3" CLR.VERIFY W/ MANUFACTURER (2) #5 INSULATION4"4" SLAB W/ 6X6XW1.4XW1.4 W.W.F. 6" SLAB 2X4 HARDWOOD BLOCKING #4 @ 12" O.C. 1' - 0"8" 4" STONE BASE FREEZER WALL #4 @ 12" O.C. #5 @ 12" O.C. (3) #4 CLR.2"(2) #4 CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.4 UO 11/27/2018 CCB CCB FOUNDATION DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 3/4" = 1'-0"1 TYPICAL 6" SLAB ON GRADE 3/4" = 1'-0"2 TYP. SLAB INTERMEDIATE CONTROL JOINT 3/4" = 1'-0"3 RETAINING WALL 3/4" = 1'-0"4 SLAB DOWELS 1 1/2" = 1'-0"5 BP-1 1/2" = 1'-0"7 TYP. CONT. FTG. CORNER REINF. 1 1/2" = 1'-0"8 BP-2 3/4" = 1'-0"9 PIER PLAN VIEW 3/4" = 1'-0"10 TYPICAL PIER SECTION AT RETAINING WALL 3/4" = 1'-0"6 TYP. ANCHOR ROD DETAIL 3/4" = 1'-0"11 RECESSED SLAB NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RGT.O.S. 0" ROOF 11' - 0" BA W12X14 3' - 8 1/2"4' - 0"4' - 0"4' - 0"10' - 0"2L2X 2X 3/162 L 2 X 2 X 3/1 6 HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' - 0" B A W 12X14 10' - 0"4' - 0"3' - 8 1/2"4' - 0"4' - 0"2L2X2X3/162 L 2 X 2 X 3/1 6 HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' - 0" 123 W12X14 W12X14 2L2X2X3/162 L 2 X 2 X 3/1 6 2L2X2X3/162 L 2 X 2 X 3/1 6 4' - 0" 4' - 0"10' - 0"HSS4X4X3/16BP-1HSS4X4X3/16BP-1HSS4X4X3/16BP-1T.O.S. 0" ROOF 11' - 0" 1 3 3' - 0"3' - 0" FREEZER 1 FREEZER 22L2X2X3/162L2X2X3/16 W14X22 S.6 4 S.6 5 2' - 0"2' - 1 1/16"HSS4X4X3/16BP-1HSS4X4X3/16BP-1CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.5 Author 11/27/2018 Checker Designer BRACE DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 1/4" = 1'-0"1 ELEVATION LINE 1 1/4" = 1'-0"2 ELEVATION LINE 3 1/4" = 1'-0"3 ELEVATION LINE B 1/4" = 1'-0"4 ELEVATION LINE B NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 S IO N ALSEFORP N E E R IGN E 20609 A C. ROLI NACHTRON I A NSIR HC S E A L T B E RGLG CLIP DESIGNED BY OTHERS W BEAM - SEE PLAN. 800S200-68 JOIST Fy 33KSI 1.5B22 METAL DECKB 1' - 0" L2X2X3/16 CONT. W BEAM - SEE PLAN. LG JOIST - SEE PLAN. METAL DECKL2X2X3/16 CONT. LG CLIP DESIGNED BY OTHERS W BEAM - SEE PLAN. 800S200-68 JOIST Fy 33KSI 1.5B22 METAL DECKA EXISITING BUILDING 9 1/2" L2X2X3/16 CONT. 1" LE N GTH, AS R E Q'D (6" MIN.)"W"WIDTH2 1/4" MIN.COLUMN PER PLAN GUSSET PLATE (1/2" MIN.) DOUBLE ANGLE - SEE ELEVATION ERECTION BOLT AS REQ'D AS REQ'D TYPICAL AS REQ'D TYPICAL GUSSET PLATE (1/2" MIN.)LENGTH, AS REQ'D (6" MI N. )"W "W ID T H BEAM PER PLAN FULL DEPTH STIFFNER, BOTH SIDESAS REQ'D., TYPICAL AS REQ'D., TYPICAL 2 1 /4 " M IN .ERECTION BOLT, AS REQ'D DOUBLE ANGLE, SEE ELEVATION 36" COVERAGE 2 1/2"1 1/2"DECK TO SUPPORT CONN. 36/4 PATTERN FASTENING PATTERN TYPICAL CONNECTION - #12 TEK SCREW SIDELAP BETWEEN SUPPORTS - (3) #10 TEK SCREW SUPPORTS PARALLEL TO DECK SPAN - #12 TEK SCREWS @ 6" O.C. TYPE B GAGE 22 FINISH GALVANIZED Sp.=.318 In.3 Sn.=.327 In.3 Fy min. =33 ksi Ip =.289 In.4 MINIMUM PROPERTIES In.=.295 In.4 6"6' - 10"7' - 0" FIELD VERIFY4' - 0" FIELD VERIFY5' - 2" (2) C6X8.2 HSS2X2X1/4 EXISITING GIRTS 6' - 6"CUT EXISTING GIRT AS REQ'D 3/16 3/16 3/16 BP2 - SEE DETAIL 8/S.4 EXISTING METAL PANEL 12-11 x 1 PANCAKE HEAD SELF-TAPPING FASTENER @ 5'-0" O.C. INSIDE CLOSURE 1/4-14 x1 LONG-LIFE TYPE 'AB' SELF-TAPPER W/ WASHER 1/4"EAVE TRIM 1/4-14 X 7/8 LONG LIFE LAPTEM W/ WASHER @ EACH MAJOR RIB 1" X 3/32" TAPE SEALER TOP & BOTTOM OF CLOSURE NOTE: CUT PORTION OF EXISTING PANEL AS REQUIRED. PULL PANEL BACK TO RECEIVE EAVE FLASHING. SECURE PANEL AS REQUIRED AFTER INSTALLING EAVE FLASHING OUTSIDE CLOSURE PBR ROOF PANEL BY MCBI OR EQUAL; COLOR T.B.D. ROOFING UNDERLAYMENT (SNOW AND ICE SHIELD) 5/8" EXTERIOR GRADE PLYWOOD 1/4-14 x 1 LONG LIFE TYPE 'AB' SELF TAPPER W/ WASHER; (6) PER PANEL PBR BOX HANG-ON GUTTER BY MCBI OR EQUAL; COLOR T.B.D. BOX PANEL CAP TRIM, EXTEND 1" BEYOND FRAMING 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER @ 12" O.C. 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER @ 12" O.C. GUTTER STRAP @ 3'-0" O.C. MAX OVERHANG 1 3 /4 " 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER (2) PER STRAP INSIDE CLOSURE 1/4-14 x 7/8 LONG LIFE LAPTEK W/ WASHER (6) PER PANEL 12-11 x 1 PANCAKE HEAD SELF-TAPPER @ 5'-0" O.C. PBR PANEL BY MCBI OR EQUAL; COLOR T.B.D. ROOFING UNDERLAYMENT (SNOW AND ICE SHIELD) 5/8" EXTERIOR GRADE PLYWOOD CERT. NO. 52006REGISTEREDARCHITECTURALCOMPANY N ORTH CA R O L INA SUMMITDESIGNAND E N GINEERIN G SERVICES,PLLCRALE I G HCreatively Inspired - Technically ExecutedLicense #: P-03391110 Navaho Dr., Suite 600Raleigh, NC 27609Voice: (919) 322-0115 Fax: (919) 322-0116www.SummitDE.netDESIGN AND ENGINEERING SERVICESPROJECT NO. SHEET NO. THIS DRAWING & THE DESIGN INTENT OF THIS INSTRUMENT OF SERVICE IS THE VESTED PROPERTY OF THE ARCHITECT & THE ARCHITECTS CONSULTANTS, WHICH ARE NOT TO BE REPRODUCED IN WHOLE OR IN PART BY ANY MEANS OR METHOD WITHOUT EXPRESS WRITTEN CONSENT OF THE ARCHITECT. THIS INSTRUMENT OF SERVICE IS SOLELY & EXCLUSIVELY FOR THE PURPOSE OF CONSTRUCTING, USING, MAINTAINING, ALTERING & ADDING TO THIS SPECIFIC PROJECT AT IT'S SPECIFIC LOCATION. COPYRIGHT 2015 SUMMIT DESIGN AND ENGINEERING SERVICES C ENGINEER OF RECORD PROJECT MANAGER DRAWN BY FIRST ISSUE DATE 11/27/2018 500 VALLEY FORGE RDHILLSBOROUGH, NC, 2727818-0299 S.6 UO 11/27/2018 CCB CCB ROOF DETAILSFREEZER ADDITIONPIEDMONT FOOD & AGRIC. 1 1/2" = 1'-0"1 ROOF EDGE COND. 1 1 1/2" = 1'-0"2 ROOF EDGE COND. 2 1 1/2" = 1'-0"3 ROOF EDGE COND. 3 3/4" = 1'-0"4 BRACE FRAME DETAIL 1 NTS5BRACED FRAME DETAIL 2 3/4" = 1'-0"6 TYPICAL ROOF DECK 3/4" = 1'-0"7 DOOR OPENING 1" = 1'-0"8 ROOF FLASHING DETAIL NOREVISIONSDATEBYDocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTR INSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATIONAND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD ABACUS1 OP ID: JLS 10/06/2022 Natalie Engelhart The Sorgi Insurance Agency 16 Consultant Place Suite 102 Durham, NC 27707 James E. Sorgi, CIC 919-682-4814 919-682-4906 natalie@sorgiinsurance.com Builders Mutual Insurance Co. Abacus Builders, Inc.Kevin Lancaster1226 Little Creek RoadDurham, NC 27713 A X 1,000,000 X X CPP-0096671 03/15/2022 03/15/2023 100,000 5,000 1,000,000 2,000,000 X 2,000,000 1,000,000A X CPP-0096671 03/15/2022 03/15/2023 XX X XA X WCP-1084384 03/15/2022 03/15/2023 500,000 500,000 500,000 Orange County, its officers, official agents, and employees are an additional insured on the General Liability, Auto Liability, and Umbrella Policies. ORCO001 Orange County attn: Risk Management P.O. Box 8181 Hillsborough, NC 27278 919-682-4814 DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071 NOTEPAD PAGE INSURED'S NAME Date 2 OP ID: JLS County shall be notified at least 30 days in advance of cancellation or material change in coverage. Orange County, its officers, official agents, and employees are an additional insured on the General Liability, Auto Liability, and Umbrella Policies. Will provide waiver of subrogation on Workers Comensation ABACUS1 10/06/2022Abacus Builders, Inc. DocuSign Envelope ID: E812DA89-7738-4AD5-B9EF-CD836778D071