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HomeMy WebLinkAboutSTRUCTURAL INSPECTION PLAN2555 Nursery Road Suite 101 Clearwater, FL33764 T: 727-536-8772 F: 727-538-9125 www.pennonixom STRUCTURAL INSPECTION PLAN q� tip,. �Fo Project and Location: Courtyard by Marriott Jensen Beach 10978 S. Ocean Drive, Jensen Beach, FL 34957 McCarthy Project No. OCEND18005 M Prepared By James Vincent Bames, PE Florida Reg. 9 77754 McCarthy and Associates A Division of Pennon Associates Inc. COA No. 7819 2555 Nursery Road, Suite 101 Clearwater, Florida 33764 (727)536-8772 (727)538-9125 Fax November 6, 2018 •r x• Tw.�f t y 1U �•4l Structural Inspection Plan -Threshold Building Inspections OCEND180o5-Jensen Beach Courtyard Marriott STRUCTURAL INSPECTION PLAN PREFACE -- -- -- 1. The Threshold Inspection Services as described herein shall be paid for by the Owner, in accordance with Florida Statutes. 2. The Special Inspector (S.I.) shall be a registered structural Engineer, licensed by the Florida Board of Engineers to perform Threshold Inspections and included on the list of approved S.L's. 3. This inspection plan is intended as a minimum guideline for the S.I. and not intended to surrogate the Building Official's or the Engineer of Record's requirements. Further, it is not intended that the Contractor's contractual and statutory obligations are anyway relieved or foregone by the presence of the S.I. The Contractor has the sole responsibility for any deviations from the Structural Construction Documents. The S.I. does not replace the duties of the Building Official nor the quality control personnel of the Contractor. 4. In addition to the requirements of the Board of Engineers, the S.I. shall have a minimum of five years experience in inspection and actual design of similar structures. The S.I.'s authorized representatives shall have a minimum of five (5) years experience in inspection of similar structures and shall also meet the requirements of the Board of Engineers. 5. Resumes of the S.I. and any of his authorized representatives shall be submitted to Pennon Associates, Inc. for review. Pennoni reserves the right to reject the S.I. or any authorized representative at our sole discretion, and for any reason. 6. The authorized representative must dedicate his time on -site to the inspection requirements of this plan. He shall not be required to perform other work on the project, including materials testing services. 7. Prior to work, the S.I. shall become familiar with the specific structural components that are to be inspected and develop a thorough knowledge of the Contract Documents. 8. The Contractor shall cooperate with and assist the S.I. in performing his inspection duties as specified below. The S.I. shall have free access to the project at all times. The contractor shall review this plan and coordinate the schedule of work to accommodate the required inspections. The contractor shall provide a minimum of twenty-four (24) hour notice to the S.I. for all inspections. 9. Neither the Owner nor the S.I. has the authority to reduce or change the scope as outlined in this plan. 10. Pennon Associates, Inc. has the right to amend or modify this document at any time. 11. The Owner shall arrange for all necessary Contract Documents, including two (2) complete sets of architectural and structural documents for the project, including all drawings and specifications, the geotechnical report and materials testing reports, to be furnished to the Special Inspector during the progress of the work in a timely manner. Provide the Special Inspector with two complete copies of all structural changes, revisions, addenda, etc. Structural Inspection Plan -Threshold Building Inspections OCEND18005-Jensen Beach Courtyard Marriott PROCEDURES AND SCHEDULE Page 3 1. The S.I., or his authorized representative, shall perform site visits at a frequency determined by the engineer -of -record to maintain inspections are being performed in accordance with this plan. 2. The Contractor shall advise the S.I. in advance of constriction schedules and planned operations in order to assure timely and appropriate observation inspection. 3. The S.I. shall cooperate vr•:h the Contractor and shall refrain from directing work, as this is expressly not part of the S.I. function. -gp. OBLIGATIONS The S.I. is obligated to both Owner and the Building Official for observing that the work is executed in substantive accordance with the Structural Contract documents, which include the permitted drawings and specifications, addenda, and change orders, issued sketches and revision drawings, and all directives issued by Pennoni Associates, Inc. It is the obligation of the S.I. to notify the Contractor, Building Official, Architect/Engineer of Record, and Owner of the following: 1. Observe the construction of the primary structural components as outlined in this plan and'report that these components are being built in general conformance to the Contract Documents. 2. The use of materials or workmanship which do not conform to the Structural Construction Documents or which will cause improper construction which is not acceptable. , 3. Work which is not being done in accordance with the approved Structural Construction Documents. Items to be inspected include, but are'not limited to, those listed herein. 4. The recommended removal of faulty construction or of construction performed without inspection and not capable of being inspected in place. 5. The request for interpretations from the Architect/ Engineer of record. 6. The contractor shall, upon being informed by the S.I., immediately cause to eliminate such discrepancies and deviations. The S.I. shall visit the site at intervals appropriate to the stage of construction in order to observe the progress and quality of the Work completed by the Contractor. Such visits and observation are not intended to be an exhaustive check or a detailed inspection of the Contractor's work but rather to allow the S.i., as an experienced professional, to become generally familiar with the Work in progress and to determine, in general, if the Work is proceeding in accordance with the Structural Construction Documents. The S.I. shall not be responsible for inspection of any building component that is not shown or specified on the structural contract documents. The S.I. shall not supervise, direct or have control over the Contractor's work nor have any responsibility for the construction means, methods, techniques, sequences or procedures selected by the Contractor nor for the Contractor's safety precautions or jobsite safety programs in connection with the Work. These rights and responsibilities are solely those of the Contractor. Structural Inspection Plan -Threshold Building Inspections Page 4-- OCEND18005-Jensen Beach Courtyard Marriott The S.I. shall not be responsible for any acts or omissions of the Contractor, subcontractor any entity performing any portions of the Work, or any agents or employees of any of them. The S.I. does not guarantee the performance of the Contractor and shall not be responsible for the Contractor's failure to perform its Work in accordance with the Contract Documents or any applicable laws, codes, rules or regulations. FIELD REPORTS The S.I. shall provide written Field Report to the Owner, Contractor, Architect, Building Official, and Pennoni Associates, Inc. after each site inspection. Reports shall be signed/sealed by the S.I. and shall contain the following: 1. Key people present at site 2. Report number 3. Project name, date, Contractor, project location 4. Name of special inspector & of S.I's representative 5. Permit number 6. Weather/temperature 7. Record progress/working conditions 8. Observations and recommendations given to the Contractor 9. Deviations from the Contract Documents, with reasons and problems encountered and recommended solutions 10. Type/location of area inspected 11. Presence and activity of testing agency 12. Identify corrections to deficiencies in previous reports 13. If no problems were discovered in a specific area, write "no problems found" NON-CONFORMANCE LOG S.I. shall keep a log of all deficiencies and review it on a daily basis with Contractor, updating as corrections are completed. The S.I. shall issue a Non-compliance Notice to the Contractor for any items that are not corrected in a timely manner. The S.I. shall not issue "Certification Letter" until all non-conformance items have been resolved and closed. INSPECTION GUIDELINES The following is general inspection guidelines outlined as minimum requirements necessary to confirm that the work complies with the Contract Documents as performed by the Special Inspector. Structural Inspection Plan -Threshold Building Inspections OCEND18005-Jensen Beach CourtVard Marriott Page 5 CONCRETE REPAIRS 1 Compliance with the structural contract documents 2 Excavation/subsurface preparation/per plan specifications 3 Preparation of repair material 4 Clean "forms- 5- `Placement and sizes of welded wire fabric/fibrous reinforcing/anchor bolts/rebar/dowels — grade of steel, lap splice, embedment, or anodes 6 Concrete cover 7 Moisture protection(de-watering) 8 Refer to reinforced concrete section for additional requirements J-11-fing concrete plAcement. REINFORCED CONCRETE 1 GENERAL a. Compliance with the structural contract documents 2 REBAR a. Condition - damage/excessive rust b. Size/grad endinlen uanti /confi ation C. Placement and clearances d. Sufficient wire ties C. Len hands lices/la s/hooked bars/embedments f. Clean before pour - free of rust or other coating that may revent concrete bond to rebar Additional reinforcement around openings 3 EMBEDDED ITEMS a. Anchor bolts bolt clusters bearing plates, welded plates - in place and secured b. Pipe sleeves C. Frames d. Inserts e. Interference with rebar f. Ede distance 4 PLACEMENT/FINISHING OPERATIONS a. General monitor of concrete pour b. Check concrete truck tickets: concrete mix, mix number, placement, batch time, etc. C. Inde endent testing lab taking cylinders for testing d. Slump: water added at job site? e. General conformance of formwork per shop drawings f. Wet formwork and reinforcing 2. Internal vibrators/consolidation h. Construction and contraction joints — pre -approved i. Curingmethod I. Maximum vertical drop height k. Clean forms and equipment rior to placement 1. Disruption of rebar m. Honey combing/voids/repair n. Properly spaced conduit in slab to ensure integrity of slab , Structural Inspection Plan -Threshold Building Inspections OCEND18005-Jensen Beach Courtyard Marriott Page 6 SHORING AND RESHORLNG 1 General compliance with approved signed/sealed shoring and re -shoring drawing's 2 Maintain shoring in place until specified concrete compressive strength is attained 3 Shorine eneineer's inspection STRUCTURAL STEEL--, I Compliance with structural contract documents 2 Size and location of all steel com onents/ uali / uanti /steel grade/finishes/straightness & camber 3 Plumbness/ali ent/conformance to erection plan 4 Connections —welded and bolted —type and size/column bases —levelness/ grout 5 Bolt tighteningjcalibrated impact wrench 6 Unauthorized field modifications CERTIFICATION UPON COMPLETION OF PROJECT Upon completion of the project, and prior to the issuance of a Certificate of Occupancy, the S.I. shall have performed his duties properly to the extent that he shall file a signed and sealed statement with the Building Official, Architect, Engineer, and General Contractor in the following form: "To the best of my knowledge and belief, construction of all structural load bearing components complies with permitted documents and the shoring and reshoring conforms with the shoring and reshoring plans submitted to the enforcing agency".