SPECIAL INSPECTIONS SCHEDULES -...

1705.2 Steel Construction

1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360,chapter N, paragraph 3.2 for compliance with construction documents)2. Material verification of structural steel3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors)4. Verify member locations, braces, stiffeners, and application of joint details at eachconnection comply with construction documents5. Structural steel welding:

a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint ormember, the QA tasks listed in AISC 360, Table N5.4-1)

b. Inspection tasks During Welding (Observe, or perform for each welded joint ormember, the QA tasks listed in AISC 360, Table N5.4-2)

c. Inspection tasks After Welding (Observe, or perform for each welded joint ormember, the QA tasks listed in AISC 360, Table N5.4-3)d. Nondestructive testing (NDT) of welded joints: see Commentary

1) Complete penetration groove welds 5/16" or greater in risk category III or IV2) Complete penetration groove welds 5/16" or greater in risk category II3) Thermally cut surfaces of access holes when material t > 2"4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, TableA-3.15) Fabricator's NDT reports when fabricator performs NDT

6. Structural steel bolting:a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each boltedconnection, in accordance with QA tasks listed in AISC 360, Table N5.6-1)b.Inspection tasks during bolting (observe the QA tasks listed in AISC 360, Table N5.6-2)

1) Pre-tensioned and slip-critical jointsa) Turn-of-nut with matching markingsb) Direct tension indicatorc) Twist-off type tension control boltd) Turn-of-nut without matching markingse) Calibrated wrench

2) Snug-tight jointsc. Inspection tasks After Bolting (Perform tasks for each bolted connection inaccordance with QA tasks listed in AISC 360, Table N5.6-3)

7. Inspection of steel elements of composite construction prior to concrete placement inaccordance with QA tasks listed in AISC 360, Table N6.1

MATERIAL / ACTIVITYSubmittal Review

Shop (3) and field inspectionField inspectionField inspection

Shop (3) and field inspection



Shop (3) or field ultrasonic testing - 100%Shop (3) or field ultrasonic testing - 10% of welds minimum

Shop (3) or field magnetic Partical or Penetrant testingShop (3) or field radiographic or Ultrasonic testing

Verify reports


Shop (3) and field inspection and testing

SERVICEAPPLICABLE TO THIS PROJECT

Y

YY

Y

Y

Y

NYNN

N

N

Y

NYYNYN

N

Y/NEach submittal

PeriodicPeriodic

Periodic - random selection of 25% of all frame joints.

Observe or Perform as noted (4)

Observe (4)


PeriodicPeriodicPeriodicPeriodic

Each submittal (5)


Observe (4)

PeriodicPeriodic - observe all connections; measure 10% of connections

Periodic - observe all connectionsContinuousContinuous

PeriodicPerform (4)


EXTENT1&2

11

1

1

1

11

1

11

1

AGENT* DATE COMPLETED

Y

Y

1

Shop (3) and field inspectionShop (3) and field inspectionShop (3) and field inspectionShop (3) and field inspectionShop (3) and field inspectionShop (3) and field inspectionShop (3) and field inspection


1

1

11

1

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1705.1.1 Special Cases

HY-150 (or equal epoxy system/anchor)

Kwik Bolt 3 (or equal wedge/expansion anchor system/anchor)

MATERIAL / ACTIVITYThe special inspector must record product description(including product name), adhesive expiration date,

concrete or masonry type and strength, anchor diameterand steel grade, complience of drill bit with this report,

hole diameter and location, cleanliness of hole andanchor adhesive application, and anchor embedment.

Additionally, the special inspector must state in the reportsupplied to the building official whether the anchor

installation is in accordance with the manufacturer'spublished instructions and this evaluation report.

The special inspector must record product description(including product name), masonry type and condition,

anchor type, diameter and steel grade, compliance of thedrill bit with this report, hole diameter and location; and

anchor embedment. Additionally, the special inspector muststate in the report supplied to the building official whether

the anchor installation is in accordance with themanufacturer's published instructions and this evaluation

report.


YY/N

Continuous during the first 36-hour period of anchorinstallation for each anchor type (special inspector must be

on site and observing installation of operations whileinstallations are taking place). Remaining anchor

installations: periodic - random 25% of anchor installationinspected. If any installations do not meet specifications,

all anchors/installations will be inspected (anchors installedand remaining anchors to be installed). Inspections may

require continuous inspection if required by building official- special inspector to confirm prior to inspections.

EXTENT1


Y 1

Continuous during the first 36-hour period of anchor installationfor each anchor type (special inspector must be on site and

observing installation of operations while installations are takingplace). Remaining anchor installations: periodic - random 25% of

anchor installation inspected. If any installations do not meetspecifications, all anchors/installations will be inspected (anchorsinstalled and remaining anchors to be installed). Inspections may

require continuous inspection if required by building official -special inspector to confirm prior to inspections.

1704.2.5 Inspection of Fabricators

Verify fabrication/quality control procedures

MATERIAL / ACTIVITYIn-plant review (3)


YY/N

Periodic - If fabricator is not AISC certified, (structural steel) orcertified by the standard code/spec. for the fabricated assembly

or material, special inspection required as indicated withinstructural steel welding portion of this document or applicable

code/specification. If fabricator is approved as specified insection 1704.2.5.2, fabricator inspection is not required. At

completion of fabrication, fabricator shall submit certificate ofcompliance to building official in accordance with Section

1704.2.5.2.

EXTENT1


1705.2.2 Steel Construction Other Than Structural Steel

1. Material verification of cold-formed steel deck:a. Identification markingsb. Manufacturer's certified test reports

2. Connection of cold-formed steel deck to supporting structure:a. Weldingb. Other fasteners (in accordance with AISC 360,Section N6)

1) Verify fasteners are in conformance with approved submittal2) Verify fastener installation is in conformance with approved submittal andmanufacturer's recommendations

3. Reinforcing steela. Verification of weldability of steel other than ASTM A706

b. Reinforcing steel resisting flexural and axial forces in intermediate and special momentframes, boundary elements of special concrete structural walls and shear reinforcement

4. Cold-formed steel trusses spanning 60 feet or greatera. Verify temporary and permanent restraint/bracing are installed in accordance with theapproved truss submittal package

MATERIAL / ACTIVITY

Field inspectionSubmittal Review



Field inspection


YYYY

YY

Y

N

NN

N

Y/N

PeriodicEach submittal

Periodic - inspect all deck welds & side laps

PeriodicPeriodic

Continuous

Continuous

Periodic

EXTENT

1111

11


c. Shear reinforcementd. Other reinforcing steel

Periodic - verify correct, specified weld electrodes andreinforcing steel for each material shipment. Verify compliance

with specified connection, construction for each connection typeat the start of construction for that connection type.

Periodic - verify correct, specified weld electrodes andreinforcing steel for each material shipment. Verify compliance

with specified connection, construction for each connection typeat the start of construction for that connection type.

1

Shop (3) and field inspection 1

Shop (3) and field inspection 1Shop (3) and field inspection 1

Shop (3) and field inspectionShop (3) and field inspection

1

1705.3 Concrete Construction

1. Inspection of reinforcing steel installation (see 1705.2.2 for welding)

2. Inspection of prestressing steel installation

3. Inspection of anchors cast in concrete where allowable loads have been increased perSection 1908.5 or where strength design is used

4. Inspection of anchors and reinforcing steel post-installed in hardened concrete: Perresearch reports including verification of anchor type, anchor dimensions, holedimensions, hole cleaning procedures, anchor spacing, edge distances, concreteminimum thickness, anchor embedment and tightening torque5. Verify use of approved design mix6. Fresh concrete sampling, perform slump and air content tests and determinetemperature of concrete7. Inspection of concrete and shotcrete placement for proper application techniques8. Inspection for maintenance of specified curing temperature and techniques9. Inspection of prestressed concrete:

a. Application of prestressing forceb. Grouting of bonded prestressing tendons in the seismic-force-resisting system

10. Erection of precast concrete membersa. Inspect in accordance with construction documents

b. Perform inspections of welding and bolting in accordance with Section 1705.211. Verification of in-situ concrete strength, prior to stressing of tendons in post tensionedconcrete and prior to removal of shores and forms from beams and structural slabs

12. Inspection of formwork for shape, lines, location, and dimensions13. Concrete strength testing and verification of compliance with construction documents

MATERIAL / ACTIVITY


Field inspection


Shop (3) and field inspectionShop (3) and field inspection


Y

Y

Y

YY

Y

N

Y

Y/NPeriodic - before each concrete pour of ftgs., walls, columns,

and elevated slabs with sufficient time allowed for inspection ofcompleted installed reinforcing prior to pour.

Periodic - before each concrete pour of ftgs., walls, columns,and elevated slabs with sufficient time allowed for inspection of

completed installed reinforcing prior to pour.Periodic

Periodic or as required by the research report issued by anapproved source

Continuous - sample every 75 cubic yds or each day (whicheveris more stringent) and each change in concrete strength.

ContinuousPeriodic

In accordance with construction documents - 1) Sample grout:(3) test samples every day of masonry construction for first

three days of masonry construction with additional (3) samplesevery 30 cubic yards placed/once per week/every 5000 SF ofwall, whichever is most stringent. 2) Inspect erection, bearingconditions and general conformance to erection drawings (2)

times per week minimum.In accordance with Section 1705.2 - (1) time per week minimum

Periodic - inspect prior to each concrete placement.

EXTENT1

1

1

11

1

1 & 2

AGENT* DATE COMPLETEDShop (3) and field inspection




Field inspection

Field inspection

Field inspection

Review field testing and laboratory reports

Field testing and review of laboratory reports

N

Y Periodic

ContinuousContinuous

Periodic

Periodic - additional cylinder for 3-day/7-day tests (contractor'soption) on time of testing with same sampling frequency as

typical fresh concrete sampling. Verify that adequate concretestrength has been obtained on concrete test cylinders.

1

N

NN

Y

Y

Shop (3) and field inspection11

1

1

1 & 2

1705.4 Masonry Construction (in accordance with TMS 402/ACI 530/ASCE 5 AND TMS 602/ACI 530.1/ASCE 6)

(A) Levels A, B, and C Quality Assurance:1. Verify compliance with approved submittals

(B) Level B Quality Assurance:1. Verification of f' and f' prior to construction

(C) Level C Quality Assurance:1. Verification of f' and f' prior to construction and for every 5,000 SF duringconstruction

2. Verification of proportions of materials in premixed or preblended mortar, prestressinggrout, and grout other than self-consolidating grout, as delivered to the project site3. Verify placement of masonry units

(D) Levels B and C Quality Assurance:1. Verification of Slump Flow and Visual Stability Index (VSI) of self-consolidating groutas delivered to the project

2. Verify compliance with approved submittals3. Verify proportions of site-mixed mortar, grout and prestressing grout for bonded tendons4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressingtendons and anchorages

5. Verify construction of mortar joints

6. Verify placement of reinforcement, connectors, and prestressing tendons andanchorages

7. Verify grout space prior to grouting

8. Verify placement of grout and prestressing grout for bonded tendons9. Verify size and location of structural masonry elements

10. Verify type, size, and location of anchors, including details of anchorage of masonryto structural members, frames, or other construction.

12. Verify preparation, construction, and protection of masonry during cold weather(temperature below 40 degrees F) or hot weather (temperature above 90 degrees F)

13. Verify application and measurement of prestressing force14. Verify placement of AAC masonry units and construction of thin-bed mortar joints(first 5000 SF of AAC masonry)

15. Verify placement of AAC masonry units and construction of thin-bed mortar joints(after the first 5000 SF of AAC masonry)16. Verify properties of thin-bed mortar for AAC masonry (first 5000 SF of AAC masonry)

18. Prepare grout and mortar specimens

19. Observe preparation of prisms

MATERIAL / ACTIVITY

Field inspection

Testing by unit strength method or prism test method


Y

Y

N

Y

Y

Y

N

N

Y/N

Periodic

Periodic

PeriodicPeriodic - test one prior to construction of each building

Periodic - 1) for reinforcement and anchor bolts perform oneinspection per day or every 5,000 square feet of wall area,

whichever is more restrictive 2) for prestressing tendons andanchorages verify one time at start of prestressing and one

additional verification every 2 weeks during prestressing

Periodic - one inspection per day or every 5,000 square feet ofwall area, whichever is more restrictive

Continuous

EXTENT

1, 2, & 3

1

1

1

1


11. Verify welding of reinforcement (see 1705.2.2)

17. Verify properties of thin-bed mortar for AAC masonry (after the first 5000 SF of AACmasonry)

Testing by unit strength method or prism test method

Field inspection

Field inspection

Field testing

Field inspectionField inspectionField inspection

Field inspection

Field inspection

Field inspection

Field inspectionField inspection

Field inspection



Field inspection


Field inspection

Field testing

N

N

YY

Y

Y

Y

YY

Y

N

N

N

Periodic

Continuous

Periodic

Continuous

Periodic - inspect at same intervals as mortar samples are takenfor mortar testing

Level B - Periodic - one inspection per day or every 5,000 squarefeet of wall area, whichever is most restrictive

Level C - ContinuousN

Level C - ContinuousNLevel B - Periodic

Continuous

Level C - ContinuousN

Level B - Periodic - one inspection per day or every 5,000 squarefeet of wall area, whichever is most restrictive

NContinuous

Periodic - one inspection per day or every 5,000 square feet ofwall area, whichever is more restrictive

Continuous



Continuous


Level C - ContinuousNLevel B - PeriodicN

N

11

1

1

1

1

1

1

1

1

m AAC

m AAC1

1

1

11

11

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1

*Inspection Agents

1. Special Inspector (TBD)FIRM ADDRESS TELEPHONE NO.

5608 Battle Ridge Drive, Flowery Branch, GA 30542 (770) 614-61142. Structural Engineer (Walid A. Nannis, P.E., F.ASCE)3. Architect (Sparc+)4. Mech. & Plumbing

(229) 798-2414680 Darlington Circle, Atlanta, GA 30305

Notes:1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor 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. Thequalifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the DesignProfessional.

2. The list of Special Inspectors may be submitted as a separate document, if noted so above.3. Special Inspections as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with IBC Section

1704.2.5.24. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted

connection, or steel element.5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC

360, N7.6. For all other disciplines refer to relevant documents provided by the design professional.

1705.6 Soils

1. Verify materials below shallow foundations are adequate to achieve the design bearingcapacity.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 andcompaction of controlled fill

5. Prior to placement of controlled fill, observe subgrade and verify that site has been preparedproperly

MATERIAL / ACTIVITY



Y

YY

Y/N

PeriodicPeriodic

EXTENT1

11


Field inspection

Field inspection

Field inspection

Y

Y

Periodic

Periodic

Continuous

1

1

Signed & Sealed :

relea

sed

for c

onst

ruct

ion

Client :

Project Information :

Project Number :Drawn By :Checked By :Approved By :

Sheet Title :

Sheet Number :

Copyright (c) 2015 SPARC+, LLC.

All reports, plans, specifications,computer files, filed data, notes and

other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright

thereto.

This drawing may not be reproduced inwhole or in part without written

permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.

Walid. Nannis, P.E., F. ASCE

5608 Battle Ridge DriveFlowery Branch, GA 30542

770-614-6114 tel678-765-7966 fax

Structural Engineer

All drawings, specifications, and other work product ofWalid A. Nannis for this project are instruments ofservice for this project only and shall remain theproperty of Walid A. Nannis whether the project iscomplete or not. Reuse of any of the instruments ofservice of Walid A. Nannis by the owner or extensionsof this project without the written permission of WalidA. Nannis shall be at the owner's risk and the owneragrees to defend, indemnify, and hold harmless WalidA. Nannis from all claims, damages, and expensesincluding attorney's fees arising out of suchunauthorized reuse of Walid A. Nannis' instruments ofservice by the owner or others acting through theowner. ©2015

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4401 Colwick RoadCharlotte NC, 28211

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