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HomeMy WebLinkAbout19 John Fitch Boulevard (4)Page 1 of 8 STRUCTURAL nt of Special InspectionsStatemepp ENGINEERS COALITION Qp 3 0 CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Between Rounds Location:19 Jahn Fitch Boulevard, South windsor, CT Owner: 19 John Fitch Boulevard II, LLC Owner's Address: South wirxisor, Cr Architect of Record:Russell & Dawson, 330 Roberts Street, East Hartford, CT 061M Structural Engineer of Record: Robert M. Dawson, III This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official, Structural Engineer and Architect of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official, Ownet,Structural Engineer and Architect of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency. As required. or per attached schedule. Prepared by: Robert M. Dawson, III P.E. type or print name) t W` 3 a Z ignature v Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: 4,l2 nat Date Signature Date SECICT Form 101 Statement of Special Inspections OSEC/CT 1999 Sheet 2 of 8 Project: Between Rain, South Windsor, Cr Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: Soils and Foundations Cold-Formed Steel Framing Cast-in-Place Concrete Spray Fire Resistant Material Precast Concrete Wood Construction Masonry Exterior Insulation and Finish System Structural Steel Special Cases Inspection Agents Firm 71Address I. Special Inspector 330 Roberts Street Robert M. Dawson, III P.E Russell & Dawson East Hartford, CT 06108 2. Testing Laboratory 268 3 7 g-2 7(oS 871 Stafford Road Frank Soucy Materials Testing, Inc. Eagleville, CT 06268 yt?7-i9-7L 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by theContractororSubcontractorwhoseworkistobeinspectedortested.Any conflict of interest must be disclosed to the Building Official,prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer experienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents where indicated on Schedules) PE Professional Engineer EIT Engineering in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Weldin2 Inspector ASNT American Society of Non-Destructive Testing-Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 Statement of Special Inspections @SEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of 8 Soils and Foundations Project: eet:ween Roundst Booth Windsor. CT Item Ag nt No. Scope Qualif.) 1. Shallow Foundations 1 Visual Observation 2.Controlled Structural Fill A. Fill Material Reference Test material for conformance to the con- struction documents. Perform laboratory test BOCA 1996 to determine optimum water content and max. Section 1705.7 dry density.2 B. Installation of Controlled Structural Fill Verify that the site has been prepared in accordance with the construction documents. Verify that the material used and the lift thickness complies with the construction does C. Density of Fill Perform field density tests of the in-place 3. Deep Foundations fill at the approved rrequency, o Teri y . in-place dry density conforms to the construe does. 4. Other Pier Foundations Reference Verify Seismic requirements BOCA 1996 Section 1610.1.7 SEC/CT Form 101 Statement of Special Inspections ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 4 of 8 Cast-in-Place Concrete Project: Between Rounds, south Windsor, Cr Item Agent No. Scope Qualif.) 1. Mix Design 1 Submittal Review. 2. Material Certification 1 13. Reinforcement Installation Reference 1/2 Visual Observation, each pourBOCA1996 Section 1705.4.2 4. Post-Tensioning Operations 5. Batching Plant 6. Formwork Geometry 1 Visual Observation 7. Concrete Placement 1 Visual Observation 8. Evaluation of Concrete Strength Reference 2 Cylinder Tests BOLA 1996 9. Curing and Protection 1 Visual Observation 10. Other SEC/CT Form 101 Statement of Special Inspections • ©SEC/CT 1999 Schedule of Special Inspection Services Sheet 5 of g Masonry Project: Between Rounds, south Windsor, CT Item Agent No. Scope Qualif.) 1. Material Certification 1 Submittal Review 2. Mixing of Mortar and Grout Incl. per 1705.5 3. Installation of Masonry Visual Observation 100% frequency of days worked 4. Reinforcement Installation 1 Visual Observation 100% frequency of days worked 5. Grouting Operations Incl. per 1705.5 6. Weather Protection 1 Visual Observation Cover new work each day 7. Evaluation of Masonry Strength 8. Anchors and Ties 1 Visual Observation 9. Other SEC/CT Form 101 Statement of Special Inspections @SEC/CT 1999 Schedule of Special Inspection Services Sheet 6 of 8 Structural Steel Project: Between Rounds, South winclsor, CT Item Agent No. Scope Qualm) 1. Fabricator Certification/ Quality Control Procedures Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 2. Material Certification Reference BOCA 1996 1 Review of SubmittalsSection1705.3.2 3. Open Web Steel Joists Reference BOCA 1996 1 Review of SubmittalsSection1705.3.2 4. Bolting Reference BOCA 1996 2 Visual Inspection & TestingSection1705.3.3.1 5. Welding Reference BOCA 1996 2 Visual Inspection & TestingSection1705.3.3.2 6. Shear Connectors N/A 7. Structural Details N/A 8. Metal Deck Reference BOCA 1996 2 Visual InspectionSection1105.3.3.2 9. Other NA SEC/CT Form 101 Statement of Special Inspections ®SEC/CT 1999 Page 7 of 8 STRUCTURAL Final Report of Special InspectionsENGINEERS COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project Between Rounds Location:19 John Fitch Boulevard, South Windsor, CT Owner 19 John Fitch Boulevard II, LLC Owner's Address: South Windsor, CT Architect of Record: Russell & Dawson, 330 Roberts Street, F.Ast Hartford, CT 06108 Structural Engineer of Record: Robert M. Dawson, III P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector Type or print name) Signature Date Design Professional Seal SEC/CT Form 102 Final Report of Special Inspections SEC/CT 1999 w Schedul of Sp clsl Insp ctlon S rvlc s She t 8 of 8 Rfrencis 1. ACI 318-95, Building Coda R qulrements for Structural Concrete, Chapter 3. 2. ACI 318-95, Building Coda Requirements for Structural Concret . § 7.4, 7.5, 7.8 and 7.7. 3. ACI 318-95. Building Code R qulrem nts for Structural Cuncrete, § 18.18. 4. ACI 318-95, Building Cods Requirements for Structural Concrete. Chapter 4 and §5.2. 5.3, 5.4 and 6.8. 5. ACI 318-05. Building Code Requirements for Structural Concrete, § 5.9 and 5.10. 8. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.6. 7. ACI 318-95, SuWd/ng Cods Requirements for Structural Concrete, § 5.11, 5.12 and 5.13. 8. ACI 830.1 /ASCE 6/TMS 602-95, SpeclikeUons for Masonry Structures, § 2.3. 9. ACI 630.1 /ASCE 6/TMS 802-96, Specillcetlons Ibr Masonry Structures, § 2.0. 10. ACI 530.1 /ASCE 6/TMS 602-95, Specifications for Masonry Structures, § 3.2. 11. ACI 530/ASCE 5/TMS 402-95, Building Code Requirements for Masonry Structures, Chapter 8. 12, ACI 630.1 /ASCE 8/TMS 609-98, Specifications for Masonry Structures, § 3.6. 13. ACI 530.1 /ASCE 6/TMS 602-95, Specifications for Masonry Structures, § 1.8. 14. ACI 630.1 /ASCE 6/TMS 602-95, Specifications for Masonry Structures, § 1.4. 15. ACI 530/ASCE 5/TMS 402-95, Bullding Code Requirements for Masonry Structures, § 4.2 and 5.14. 16. A1SC ASD-89, SPOCIflcation for Structural Steel Buildings-Allowable Stress Design and Plastic D sign, A3.4 and AM. 17. AISC LRFD-931 Load and Resistance Factor Design Specification for Structural Steel Buildings, §A3.3 and A3.5. 18. ASTM Ag-95c, Specification for Qenerel Requlretripnts for Rolled Steel Pletes, Shapes, Sheet PIHng,end Bars for Structural Use. 19. ASTM A668-95, SpeclOcatlon for Steel Sheet, Carbon end H/gh-Strength, Low-Alloy, Hot-Rolled andColdRolled, General Requirements For. 20. RCSC-85(88), Speclilcat/on for Structural Joints Using A325 or A490 Bolts, § 9. 21. AWS D1.1 -92, Structural Welding Code-r Steel, § 8. 22. AWS 0 1.1 ---92, SMICNrsl Welding Cods Steel, § 7.8. 01 39Vd Xti3 O t bL eo!uoN:G l 89:00 101 90/90 VD-ON 31 I J