SEARI SUGGESTED STATEMENT OF SPECIAL INSPECTIONS

Transcription

1 SEARI SUGGESTED STATEMENT OF SEIAL INSETIONS roject: Location: Owner: Owners' Address: Architect of Record: Structural Engineer of Record: Building ode: New roject New roject Location Owner Owner Address ity, Stae, Zip Arch. Firm Eng. Firm Rhode Island State Building ode SB-1 (IB 006 with Amendments) This is submitted as a condition for permit issuance in accordance with the Special requirements of the State of RI Building ode. It includes a Schedule of Special Services applicable to this project as well as the name of the Special s Administrator and the identity of other approved agencies intended to be retained for conducting these inspections. The Special s Administrator shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer of Record and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the ontractor for correction. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official, Structural Engineer of Record and Architect of Record. The Special program does not relieve the ontractor of his or her responsibilities. Interim reports shall be submitted on a MONTHLY basis to the Building Official, Owner, Structural Engineer of Record and Architect of Record. A Final Report of Special s documenting completion of all required Special s and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a ertificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the ontractor. repared by: NAME (Type or rint Name) Signature Date Date Owner's Authorization: Building Official's Acceptance: Signature Date Signature Date

2 Sheet: of 1 roject: roject 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 ast-in-lace oncrete recast oncrete Masonry Structural Steel old-formed Metal Framing Wood onstruction Spray Fire Resistant Material Exterior Insulation and Finish System Special ases Agents Firm Address 1. Special s Administrator To be hired by the owner. Testing Laboratory and Field Inspector 3. Geotechnical Engineer To be hired by the owner To be hired by the owner 4. Other Note: The qualifications of all personnel performing Special activities are subject to the approval of the Building Official. The Special s Administrator and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the ontractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official, prior to commencing work. The credentials of all inspectors, administrators and testing technicians shall be provided if requested. It is recommended that the person administering the Special s program be a rofessional Engineer experienced in the design of buildings. E GE EIT AI-FTT AI-I AI-LTT AWS-WI AWS/AIS-SSI I-SFSI EDI-EIFS ASNT Key for Minimum Qualifications of Agents (where indicated on Schedules) rofessional Engineer - a licensed E specializing in the design of building structures Geotechnical Engineer - a licensed E specializing in soil mechanics and foundations Engineering in Training American oncrete Institute ertified oncrete Field Testing Technician - Grade 1 American oncrete Institute ertified oncrete onstruction Inspector American oncrete Institute ertified Laboratory Testing Technician - Grades 1 and American Welding Society ertified Welding Inspector American Welding Society/American Institute of Steel onstruction Structural Steel Inspector International ode ouncil (I) ertified Spray-Applied Fireproofing Special Inspector Exterior Design Institute - EIFS Third arty inspector American Society of Non-Destructive Testing - Level II or III 1. Qualifications of Agents may be indicated on the Schedule in instances where the Structural Engineer of Record deems such requirements are appropriate.. Individual Inspector qualification requirements may be waived at the discretion of the Special s Administrator if the inspections are performed under the supervision of a licensed E.

3 Schedule of Special Services Sheet: 3 of 1 roject: roject Soils and Foundations 1. Shallow Foundations 3 (E/GE) Inspect soils below footings for adequate bearing capacity and consistency with Geotechnical Report.. ontrolled Structural Fill 3 (E/GE) erform sieve tests (ASTM D4 and D1140) and modified roctor tests (ASTM D1557) of each source of fill material. Inspect placement, lift thickness, and compaction of controlled fill. Test density of each lift of fill by nuclear methods (ASTM D9). 3. ile Foundations 3 (E/GE) Verify pile materials, sizes and lengths comply with the construction documents and Geotechnical Report. Determine capacites of test piles and conduct additional load test, as required. Observe driving operations and maintian complete and accurate records for each pile. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations, and document any pile damage. 4. ier Foundations 3 Observe drilling operations and maintain complete and (E/GE) accurate records for each pier and/or footing. 4. Other Reports Verify placement locations and plumbness, confirm pier diameters, bell diameters (if applicable), lengths, embedments into bedrock (if applicable), and adequate end bearing strata capacity. frequency: : eriodic inspections. frequency shall be determined by the Geotechnical Engineer. During ongoing soil & foundation operations, daily (minimum) inspections shall be performed. : ontinuous

4 Schedule of Special Services Sheet: 4 of 1 roject: roject ast-in-lace oncrete 1. Mix Design (AI-I) Review concrete batch tickets and verify compliance with approved mix design.. Material ertification (AI-I) Review mill certificates for conformance with specifications requirements. 3. Reinforcement Installation (AI-I) Inspect size, spacing, positioning, and grade of reinforcing steel ost-tensioning Operations 5. Welding of Reinforcement 6. Anchor Rods 7. oncrete placement 8. Sampling and Testing of oncrete 9. uring and rotection 10. Other Reports N/A (AWS-WI) (AI-I) (AI-I) (AI-FTT) (AI-LTT) (AI-I) Verify that reinforcing bars are free from oil or other deleterious material. N/A Visually inspect all reinforcing steel welds. Verify weldability of reinforcing steel. Inspect preheating of steel when required. Inspect positioning and embedment of anchor rods. Inspect placement of concrete. Test concrete compressive strength (ASTM 31 and 39), slump (ASTM 143), air content (ASTM 31 or 173) and temperature (ASTM 1064). Inspect curing, cold weather protection and hot weather protection procedures. 1 3 Special inspections are not required for the following concrete elements: 1) Isolated spread concrete footings of buildings three stories or less in height that are fully supported on earth or rock. ) ontinuous concrete footings supporting walls of buildings three stories or less in height that are fully supported on earth or rock where the footings support walls of light frame construction 3) Nonstructural concrete slabs supported directly on the ground. 4) oncrete foundation walls constructed in accordance to IB Table (1,,3, 4 or 5) 5) oncrete patios, driveways and sidewalks on grade. frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with "ast-in-lace oncrete" Specification of the project specifications. Additional requirements are as follows: 1 - Inspect before concrete placement. - er "ast-in-lace oncrete" Specification 3 - Daily when required by weather conditions. (see also AI 305R, AI 306R, AI 306.1)

5 Schedule of Special Services Sheet: 5 of 1 roject: roject recast oncrete 1. lant ertification and Quality ontrol rocedures 5. restress Operations (AI-I) 6. onnections/embedded s 7. Formwork Geometry (AI-I) 8. oncrete lacement (AI-I) 9 Evaluation of oncrete Strength 1, (AI-I). Mix Design (AI-I) 3. Material ertification 1, (AI-I) 4. Reinforcement Installation (AI-I) (AI-I) Review plant quality control program. Review plant's mixes. Review plant quality control program. Inspect for compliance with precast concrete shop drawings and contract documents during periodic plant visits. Application of prestressing forces. Grouting of bonded prestressing tendons in the seismicforce-resisting system. Inspect for compliance with precast concrete shop drawings and contract documents during periodic plant visits. Inspect form sizes for accuracy with concrete shop drawings and contract documents. Inspect for compliance with precast concrete shop drawings and contract documents during periodic plant visits. 1, (AI-lant to submit testing reports based on quality control FTT) program. 10. uring and rotection (AI-I) Review plant procedures Erected recast Elements 1 (AWS-WI) rovide ultrasonic testing of min. 5% of welds. erform visual inspection of all welded plate 1. Other Reports ) Special inspections of fabricator are not required if fabricator is approved per IB section ) frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with the "Structural re-ast oncrete Hollow ore lanks" Specification and any recast Specification of the project specifications. Additional requirements are as follows: 1 - If all requirements are met, only one inspection is required. - While construction operations are ongoing, daily inspections shall be performed on all precast elements. This inspection frequency may be increased or decreased at the Special s Administrator discretion for reasons such as construction schedule or quality of work observed.

6 Schedule of Special Services Sheet: 6 of 1 roject: roject Masonry 1. Material ertification 1,. Mixing of Morar And Grout 3. Installation of Masonry 4. Mortar Joints Review test reports and materials documentation for conformance to construction documents. Inspect construction of mortar joints including tooling and filling of head joints. 5. Reinforcement Installation Inspect placement and lapping of all reinforcing steel. (AWS-WI) Inspect welding of reinforcing steel. 6. Grouting Operations 7. Weather rotection Inspect cold weather protection and hot weather protection procedures. 8. Evaluation of Masonry Strength Inspect proportioning, mixing, and retempering of mortar and grout. Inspect size, layout, bonding, and placement of masonry units. Inspect grouting of masonry. Inspect masonry cleanouts for high lift grouting. Test compressive strength of mortar and grout cube samples (ASTM 780). 9. Anchors and Ties Inspect size, location, and embedment of anchors and ties. 10. ontinuous/eriodic s 11. Other Reports Test compressive strength of masonry prisms as required by construction documents (ASTM 1314). rovide continuous and/or periodic inspections during all operations per Table (Level 1) of the International Building ode (IB) / 1) frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with the "oncrete Masonry Unit" Specification and any masonry related specification of the project specifications. Additional requirements are as follows: 1 - If all requirements are met, only one inspection is required. - While steel erection operations are ongoing, daily inspections shall be performed, unless noted otherwise. This inspection frequency may be increased or decreased at the Special s Advisor's discretion for reasons such as steel erection schedule or quality of work observed.

7 Schedule of Special Services Sheet: 7 of 1 roject: roject Structural Steel 1. Fabricator's ertification and Quality ontrol rocedures 1, See Note 5 Review shop fabrication and quality control procedures (See Note 3). 1. Material ertification 3. Open Web Steel Joists 4. Bolting See Note 5 1, See Note 5 Review certified mill test reports and identification markings on wide-flange shapes, high strength bolts, nuts and welding electrodes. Review shop fabrication and quality control procedures (See Note 3). Inspect installation and tightening of high strength bolts. See Note 5 rovide continuous inspection of bolts in slip-critical connections Welding (AWS/AIS- SSI) Inspect per Section 9 of the RS "specification for Structural Joints using A35 or A490 bolts. Visually inspect all welds. Inspect pre-heat, post-heat, and surface preparation between passes. Field Fillet Welds: 100% visual, 15% Witness Shop Fillet Welds: 5% Visual, 5% Witness Full enetration: 100% via UT (as indicated) 6. Shear onnectors 7. Structural Details 8. Metal Deck 9. Other Reports (AWS-WI) 1 (E) rovide continuous inspection of all complete and partial penetration groove welds; all multipass fillet welds, and all single pass fillet welds > 5/16" (see Notes 1 and for additional requirements) Inspect size, number, positioning and welding of shear (AWS/AIS- connectors. Ring test all shear connectors. SSI) 1, Inspect steel frame for compliance with structural drawings, including bracing, member configuration, and connection details. Inspect welding and sidelap fastening of metal roof and floor decks for conformance to approved shop drawings and construction documents. ontinuous monitoring of tests and inspections to assure conformance to construction documents, notify SER of any discrepancies immediately. See the following page for Structural Steel Notes

8 Schedule of Special Services Sheet: 8 of 1 roject: roject 1) Review material identification and manufacturer certificates for conformance of weld filler material with AWS Standards and AIS Manual of Steel onstruction, LRFD/ASD, 13th ed., Section A3.5. ) Base metal exceeding 1.5 inches in thick and subject to through-thickness weld shrinkage shall be ultrasonically tested for discontinuities behind and adjacent to the welds after joint welding. 3) Special inspections of fabricator are not required if fabricator is approved per IB section ) frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with the "Structural Steel" Specification of the project specifications. Additional requirements are as follows: 1 - If all requirements are met, only one inspection is required. - While steel erection operations are ongoing, daily inspections shall be performed, unless noted otherwise. This inspection frequency may be increased or decreased at the Special s Advisor's discretion for reasons such as steel erection schedule or quality of work observed. 5) Inspector shall have minimum of 5 years experience in the inspection of steel structures.

9 Schedule of Special Services Sheet: 9 of 1 roject: roject old-formed Metal Framing 1. Fabricator's ertification and Quality ontrol rocedures 1, Review fabricator's quality control procedures, review procedures for completeness and adequacy (See Note 1). 1. Material ertification 1, 3. Fabrication 4. Installation 5. Welding (AWS-WI) Review for conformance to contract documents. Inspect in-plant fabrication or on-site fabrication (See Note 1) Verify that type, size, quantity, location, details, and connections of framing members conform to SER approved submittals, and the contract documents. heck welder's qualifications. Verify that welding conforms to AWS specifications, SER approved submittals, and the contract documents. Visually inspect welds Other Fasteners Verify fastener type and installation procedures. Verify that fasteners conform to SER approved submittals and the contract documents. Verify that fasteners are installed tightly. 7. Other Reports 1) Special inspections of fabricator are not required if fabricator is approved per IB section ) frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with the "Structural Steel" Specification and any coldformed related specification of the project specifications. Additional requirements are as follows: 1 - If all requirements are met, only one inspection is required. - While construction operations are ongoing, daily inspections shall be performed on roof truss and exterior wall framing. This inspection frequency may be increased or decreased at the Special s Administrator discretion for reasons such as construction schedule or quality of work observed.

10 Schedule of Special Services Sheet: 10 of 1 roject: roject Wood onstruction 1. Fabricator's ertification and Quality ontrol rocedures 1, Review fabricator's detailed fabrication and quality control program. 1. Material ertification 1, 3. Wood Diaphragms 1, Review fabricator's quality control program. Verify nominal framing members at adjoining panel edges 1 Verify nail or staple diameter and length. 4. Installation Verify number of fastener lines and that the spacing between fasteners in each line and at edge margins agree with contract documents and specifications. Verify that grade, thickness, type, size, quantity, location, details, and connections of framing members conform to SER approved submittals, and the contract documents. 5. Other Fasteners Verify fastener type and installation procedures. Verify that fasteners conform to SER approved submittals and the contract documents. Verify that fasteners are installed tightly. 6. Other 1) Special inspections of fabricator are not required if fabricator is approved per IB section ) frequency: : ontinuous : eriodic s: All periodic inspections shall be performed in accordance with "Rough arpentry" Specification and any wood construction related specification of the project specifications. Additional requirements are as follows: 1 - If all requirements are met, only one inspection is required. - While construction operations are ongoing, daily inspections shall be performed on roof truss and exterior wall framing. This inspection frequency may be increased or decreased at the Special s Administrator discretion for reasons such as construction schedule or quality of work observed.

11 Schedule of Special Services Sheet: 11 of 1 roject: roject Spray-Applied Fire Resistant Material 1. Material Specifications (I-SFSI). Laboratory Tested Fire Resistance Design (I-SFSI) Review material for conformance with specifications requirements. Review UL fire resistive design for each rated beam, column, or assembly. 3. Schedule of Thickness 4. Surface reparation 5. Application 6. uring and Ambient ondition (I-SFSI) (I-SFSI) (I-SFSI) (I-SFSI) Review approved thickness schedule. Inspect surface preparation of steel prior to application of fireproofing. Inspect application of fireproofing. Verify ambient air temperature and ventilation is suitable for application and curing of fireproofing. 7. Thickness (I-SFSI) Test thickness of fireproofing (ASTM E605). erform a set of thickness measurements for every 1000 SF of floor and roof assemblies and on not less than 5% of rated beams and columns. 8. Density 9. Bond Strength 10. Other (I-SFSI) (I-SFSI) Test the density of fireproofing material (ASTM E605). Test the cohesive/adhesive bond strength of fireproofing ASTM E736). erform not less than one test for each 10,000 SF. : eriodic inspections shall be performed daily (minimum) during application operations, unless otherwise indicated.

12 Schedule of Special Services Sheet: 1 of 1 roject: roject Exterior Insulation & Finish System (EIFS) 1. Material Submittals 1 Verify conformance with onstruction Documents. ondition of Substrate 1 Verify conformance with onstruction Documents 3. Application of Foam lastic Board 1 4. Application of oatings 1 5. Application of Mesh 1 6. Ambient ondition and uring 1 Verify conformance with onstruction Documents Verify conformance with onstruction Documents Verify conformance with onstruction Documents Verify conformance with onstruction Documents 7. Flashing and Joint Details 1 Verify conformance with onstruction Documents 8. Sealants/aulks 1 Verify conformance with onstruction Documents 10. Other : eriodic inspections shall be performed daily (minimum) during application operations, unless otherwise indicated.