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Home My WebLink AboutSP-002-GENERAL-NOTES-Rev.11. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. 2. Verify excavations are extended to proper depth and have reached proper material. 3. Perform classification and testing of controlled fill materials. 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of compacted fill. 5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. CONTINUOUS DURING TASK LISTED PERIODIC DURING TASK LISTED --X --X --X X -- TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILS --X 1. Inspection of reinforcing steel, including prestressing tendons, and placement. 2. Inspection of reinforcing steel welding in accordance with Table 1704.3, Item 5b. 3. Inspect bolts to be installed in concrete prior to and during placement of concrete where allowable loads have been increased or where strength design is used. 4. Inspection of anchors installed in hardened concrete. 5. Verifying use of required design mix. 6. At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete. 7. Inspection of concrete and shotcrete placement for proper application techniques. 8. Inspection for maintenance of specified curing temperature and techniques. 9. Inspection of prestressed concrete: a. Application of prestressing forces. b. Grouting of bonded prestressing tendons in the seismic-force-resisting system. 10. Erection of precast concrete members. 11. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs. 12. Inspect formwork for shape, location, and dimensions of the concrete member being formed VERIFICATION AND INSPECTION ACI 318: 3.5, 7.1-7.7 CONT.PERIODIC REFERENCE STANDARD --X ---- X -- X -- X -- X -- --X --X --X --X AWS D1.4 ACI 318: 3.5.2 ACI 318: 3.8.6, 8.1.3, 21.2.8 ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8 ACI 318: 5.9, 5.10 ACI 318: 5.11, 5.13 ACI 318: 18.20 ACI 318: 18.18.4X-- ACI 318: Ch. 16 ACI 318: 6.2 ACI 318: 6.1.1 --X IBC REF. 1913.4 -- 1911.5 1912.1 1912.1 1913.10 1913.6, 1913.7, 1913.8 1913.9 -- -- -- -- ACI 318" 8.1.3, 21.2.8 TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION --X ACI 318: Ch. 4,5.2-5.4 1904.2.2, 1913.2, 1913.3 SPECIAL INSPECTION PROGRAM NOTES: a. PROVIDE PERIODIC AND CONTINUOUS INSPECTION AS DEFINED BY AND IN ACCORDANCE WITH IBC 2009, CHAPTER 17. SPECIAL INSPECTION/TESTING PROGRAM [1] THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR THE INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION STIPULATED. [2] IF NECESSARY, THE CONTRACTOR SHALL ARRANGE A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, AND TESTING AGENCY TO REVIEW THE SPECIAL INSPECTION REQUIREMENTS. [3] DUTIES OF THE SPECIAL INSPECTOR INCLUDE, BUT ARE NOT LIMITED TO: a. ACKNOWLEDGE AND CONFORM TO THE SPECIAL INSPECTION REQUIREMENTS OF IBC. b. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE BROUGHT TO IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE ATTENTION OF THE ARCHITECT, THE ENGINEER AND THE BUILDING OFFICIAL. c. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE CONTRACTOR, THE ARCHITECT, THE ENGINEER AND THE BUILDING OFFICIAL AS A MINIMUM. THE REPORTS SHALL BE DISTRIBUTED IN A TIMELY MANNER. d. INSPECTION FOR PREFABRICATED COMPONENTS SHALL BE THE SAME AS IF THE MATERIAL WAS INSTALLED ON SITE. CONTINUOUS INSPECTION SHALL NOT BE REQUIRED DURING THE PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. e. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WHETHER THE WORK REQUIRING INSPECTION WAS INSPECTED AND WHETHER THE WORK WAS COMPLETED IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATION AND IN CONFORMANCE WITH ANY APPLICABLE WORKMANSHIP PROVISIONS OF THE APPLICABLE CODE. [4] SPECIAL INSPECTION AND TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. [1] STRUCTURAL OBSERVATION CONFORMING TO THE 2009 IBC SECTION 1709 WILL BE PERFORMED BY A WOOLPERT REPRESENTATIVE IN ORDER TO REVIEW THE CONTRACTOR'S WORK FOR GENERAL CONFORMANCE WITH THE DESIGN DOCUMENTS. [2] THE CONTRACTOR SHALL PROVIDE WOOLPERT WITH A MINIMUM OF 3 DAYS NOTICE TO PROPERLY SCHEDULE THE OBSERVATION VISIT. [3] IF ADDITIONAL ENGINEERING TIME IS REQUIRED DUE TO INCOMPLETE OR UNACCEPTABLE WORK BY THE CONTRACTOR, WOOLPERT SHALL BE REIMBURSED FOR ALL ASSOCIATED COSTS. [4] STRUCTURAL OBSERVATION FOR THIS PROJECT WILL OCCUR AT THE FOLLOWING STAGES: a. DURING CONCRETE PLACEMENT b. DURING MAIN STEEL ERECTION STRUCTURAL OBSERVATION: 1. As masonry construction begins, the following shall be verified to ensure compliance. a. Proportions of site-prepared mortar. b. Construction of mortar joints. c. Location of reinforcement, connectors, prestressing tendons and anchorages. d. Prestressing technique e. Grade and size of prestressing tendons and anchorages. 2. During construction the inspection program shall verify: a. Size and location of structural elements. b. Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames or other construction. c. Specified size, grade and type of reinforcement, anchor bolts prestressing tendons and anchorages d. Welding of reinforcing bars. e. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F). f. Application and measurement of prestressing force. 3. Prior to grouting, the following shall be verified to ensure compliance a. Grout space is clean. b. Placement of reinforcement and connectors and prestressing tendons and anchorages. c. Proportions of site-prepared grout and prestressing grout for bonded tendons. d. Construction of mortar joints. 4. Grout placement shall be verified to ensure compliance: a. Grouting of prestressing bonded tendons. 5. Preparation of any required grout specimens, mortar specimens and/or prisms shall be observed. VERIFICATION AND INSPECTION CONTINUOUS PERIODICALLY IBC SECTION ACI 530/ASCE 5/TMS 402a ACI 530.1/ASCE 6/TMS 602a FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA For St ºC=(ºF-32)/1.8 a. The specific standards referenced are those listed in Chapter 35 of 2009 IBC. TABLE 1704.5.1 LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION --X ----Art. 2.6A --X ----Art. 3.3B --X ----Art. 3.4, 3.6A --X ----Art. 3.6B --X ----Art. 2.4B, 2.4H --X ----Art. 3.3F --X --Sec. 1.2.2(E), 1.16.1 -- --X --Sec 1.15 Art. 2.4, 3.4 ---- ----Art. 3.6B --X ----Art. 3.2D --X Sec. 2014.3, 2104.4 --Art. 1.8C, 1.8D Sec. 2.1.9.7.2, 3.3.3.4(b)X -- X -- --X ----Art. 2.6B --X ----Art. 3.3B X ----Art. 3.5 X ----Art. 3.6C --X --Sec. 1.13 Art. 3..4 -- -- --Sec. 2105.2.2, 2105.3 --Art. 1.4X 4454 Idea Center Blvd Dayton, OH 45430-1500 937.461.5660 Fax: 937.461.0743 Proj. No.: Date: Revisions: Sheet Name: REV DESCRIPTION DATE 1/30/18 BIM360://74904-Proscenium-R18/74904Podium-STRR18.rvt3/14/201811:40:46AMTheProsceniumDevelopmentGarageCarmelDevelopmentII,LLC.IntersectionofCarmelDr.andRangeLineRd.Carmel,Indiana4603202/22/2018 - GARAGE PERMIT 074904 GENERAL NOTES SP-002 0 Issued For Foundation Permit 01/30/18 1 Issued For Garage Permit 02/22/18 1