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HomeMy WebLinkAboutStatement of Special Inspections September 2002 .4 STRUCTURAL ENGINEERS Statement of Special Inspections COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Pre-Engineered Building Location: 1295 - Route 32 - Uncasville, CT Owner: William Rheaume Owner's Address: 1295 - Route 32 Uncasville, CT Architect of Record: - Structural Engineer of Record: Robon He stage S--Pre-Engineered ith, P.E. - lBuilding 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 and the 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, Owner, 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 the 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: Weekly or❑ per attached schedule ``\0111911111p/ �f Prepared by: $ CONNz. i Esmat Ali, P.E. .'0 NtEmi-,,)y (type or print name) ti '41 ''•'.i' 9�,..1 ` * * .• N0.21959 ' 4 � 07-24-02 -off l�CENSG�''<c�'� Signature Date •, ��FSii-—�-F- C'") yitillitt i P 111t111�`\ Design Professional Seal Owner's Authorization Bui :• • •fficia ': . .nce: Aie / _ - Signature Date 4:nature Date SEC/CT Form 1(11 •tit iitement nl Specs-1I Inspections•©SEC'CT 1'199 Sheet: 2 of 7 Project: Pre-Engineered Building Uncasville, CT 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: s Soils and Foundations ❑ Cold-Formed Steel Framing ® Cast-In-Place Concrete ❑ Spray Fire Resistant Material ❑ Precast Concrete 0 Wood Construction ❑ Masonry ❑ Exterior Insulation and Finish System 0 Structural Steel 0 Special Cases Inspection Agents Firm Address Advanced Engineering 200 Rowe Avenue 1. Special Inspector Technologies, Inc. Milford, CT 06460 (203)878-8211 (203)878-1504 (fax) Materials Testing, Inc. 200 Rowe Avenue 2. Testing Laboratory Milford, CT 06460 (203) 878-2465 (203) 878-1504 (fax) 3. Testing Laboratory 4. Other Note:The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. wner en y The inspection and testingagent wobk is toabedinby the Ownr or spected ortestedheAe Ony confl cg of tinterest, and omt bsttbe Contractor or Subcontractor 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 Welding 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 rerftiirements are appropriate. SEC/CT Form 101 •f;Iatenrent of Special Inspections•©SEC/CT '1999 Schedule of Special Inspection Services Sheet: 3 of 7Project: Pre-Engineered Building Uncasville, CT Soils and Foundations Item Agent No. Scope (Qualif.) N/A 1. Shallow Foundations 2. Controlled Structural Fill 2 Material analysis 1705.7 Field density testing on all structural fill. 1 Periodic site visits Review Reports 3. Deep Foundations N/A 1705.8;1705.9; 1816.13 4. Other N/A SEC/CT Form 101 •Statement of Special Inspections•©SEC/CT 1999 Schedule of Special Inspection Services Sheet: 4 of 7Project: Pre-Engineered Building Uncasville, CT Cast-In-Place Concrete Item Agent Scope No. 1. Mix Design' 1, 2 Review contractor's submittal 1705.4.1 2. Material Certification' 1, 2 Review contractor's submittal 1705.4.1 3. Reinforcement Installation2 2 Inspect for compliance with contract documents and CRSI 1705.4.2 standards 1 Periodic site visits Review reports 4. Post-Tensioning Operations3 N/A 1705.4.5 5. Batching Plant' N/A 1705.4.4 6. Formwork Geometry N/A CT 1705.4.3 7. Concrete Placements 2 Inspect for compliance with contract documents and ACI 1705.4.4 practices 1 Periodic site visits Review reports 8. Evaluation of Concrete 2 Fabricate and test in compression2 four (4) 6" x 12" Strengths per 50 c.y. in one day. (1 @ @ days, spare) p ) 1705.4.4 1 Review reports 9. Curing and Protection' 2 Review while on site for concrete testing and inspection. 1705.4.4 1 Periodic site visits Review reports 10. Other N/A SECICT Form 101 •Statement of Special Inspections •n SEC CT 1999 Schedule of Special Inspection Services Sheet: 5 of 7 Project: Pre-Engineered Building Uncasville, CT Structural Steel Item Agent Scope No. 1. Fabricator Certification/ N/A Quality Control Procedures 1705.2;1705.3.1 2. Material Certification16,17.18.19 N/A 1705.3.2 3. Open Web Steel Joists N/A 4. Bolting2° 2 Inspect for compliance with contract documents and AISC 1705.3.3.1 standards -field. 1 Periodic site visits Review Reports 5. Welding21 2 100% visual welds -field 1705.3.3.2 1 Periodic site visits Review reports 6. Shear Connectors22 N/A 7. Structural Details 2 Inspect for compliance with contract documents and AISC 1705.3.3.3 standards. 1 Periodic site visits Review reports 8. Metal Deck N/A 9. Other N/A SECICT Form 101 • .`3tatoment of Special Inspections•©SEC/CT 1999 Schedule of Special Inspection Services Sheet: 6 of 7 Project: Pre-Engineered Building Uncasville, CT References 1. ACI 318-95, Building Code Requirements for Structural Concrete, Chapter 3. 2. ACI 318-95, Building Code Requirements for Structural Concrete, § 7.4, 7.5, 7.6 and 7.7. 3. ACI 318-95, Building Code Requirements for Structural Concrete, § 18.18. 4. ACI 318-95, Building Code Requirements for Structural Concrete, Chapter 4 & § 5.2, 5.3, 5.4 and 5.8. 5. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.9 and 5.10. 6. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.6. 7. ACI 318-95, Building Code Requirements for Structural Concrete, § 5.11, 5.12 and 5.13. 8. ACI 530.1 /ASCE 6/TMS 602 -95, Specifications for Masonry Structures, § 2.3. 9. ACI 530.1 /ASCE 6/TMS 602 -95, Specifications for Masonry Structures, §2.6. 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 530.1 /ASCE 6/TMS 602 -95, Specifications for Masonry Structures, § 3.5. 13. ACI 530.1 /ASCE 6/TMS 602 -95, Specifications for Masonry Structures, § 1.8. 14. ACI 530.1 /ASCE 6/TMS 602 -95, Specifications for Masonry Structures, § 1.4. 15. ACI 530/ASCE 5/TMS 402 -95, Building Code Requirements for Structures § 4.2 and 5.14. 16. AISC ASD -89, Specification for Structural Steel Buildings-Allowable Stress Design and Plastic Design, §A3.4 and A3.6. 17. AISC LRFD -93, Load Resistance Factor Design Specification for Structural Steel Buildings, § A3.3 and A3.5. 18. ASTM A6- 95c, Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling, and Bars for Structural Use. 19. ASTM A568 -95, Specification for Steel Sheet, Carbon and High-Strength, Low-Alloy, Hot-Rolled and Cold Rolled, General Requirements For. 20. RCSC - 85 (88), Specification for Structural Joints Using A325 or A490 Bolts, § 9. 21. AWS D1.1 - 92, Structural Welding Code - Steel, § 6. 22. AWS D1.1 -92, Structural Welding Code - Steel, § 7.8. SEC/CT Form 101 •.`=;i:,I,-in rit of Special Inspections•©SEC/CT 1999 STRUCTURAL ENGINEERS Final Report of Special Inspections COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Pre-Engineered Building Location: 1295 - Route 32 - Uncasville, CT Owner: William Rheaume Owner's Address: 1295 - Route 32 Uncasville, CT Architect of Record: - Structural Engineer of Record: Robert Smith, P.E. - Foundation Heritage - Pre-Engineered Building 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, are being performed and all discovered discrepancies have been reported and resolved other than the following. Comments: 44i (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 Date Signature Date Design Professional Seal SEC/CT Form 102•Final Report of Special Inspections•©SEC/CT 1999