Montgomery County Special Inspections Program

2425 Reedie Drive, 7

Floor

Wheaton, MD 20902

Phone: 311 in Montgomery County or (240)777-0311

Page 1 of 42, Revised 10/12/2020

Montgomery County Special Inspections Program

MONTGOMERY COUNTY, MARYLAND

Department

of Permitting Services

Division of Building Construction

2425 Reedie Drive, 7th Floor,Wheaton, Maryland 20902

SPECIAL INSPECTIONS PROGRAM

(FORMERLY COMPLEX STRUCTURES PROGRAM)

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CHAPTER 1

ADMINISTRATION

1.1 INTRODUCTION

The purpose of this document is to define the Montgomery County's Special Inspection Program (SIP)

procedures as required by, and in accordance with, the Montgomery County Code and the 2018 International

Building Code (IBC):

1.2 STRUCTURES AND BUILDING ELEMENTS SUBJECT TO SPECIAL INSPECTIONS

The SIP shall apply to newly constructed building elements and modifications to existing building elements,

newly constructed and modifications to foundation elements, and element fabrication procedures that are

subject to special inspections as required by the IBC and the County requirements. Special inspections are

required for:

 Structural steel construction in accordance with IBC 1705.2.1, the quality assurance inspection

requirements of AISC 360 and this manual.

 Cold-formed steel deck in accordance with IBC 1705.2.2

 Open-web steel joists and joist girders in accordance with IBC 1705.2.3

 Cold-formed steel trusses spanning 60 feet or greater in accordance with IBC 1705.2.4

 Concrete construction in accordance with IBC 1705.3 and this manual.

 Precast concrete construction in accordance with IBC 1705.3 and this manual.

 Masonry construction in accordance with IBC 1705.4, the quality assurance program requirements of

TMS 402 and TMS 602 and this manual.

 Wood construction in accordance with IBC 1705.5 and this manual.

 Soils inspection and testing services in accordance with IBC 1705.6 and this manual.

 Driven deep foundations in accordance with IBC 1705.7 and this manual.

 Cast-in-place deep foundations in accordance with IBC 1705.8 and this manual.

 Helical pile foundations in accordance with IBC 1705.9

 Inspections of fabricated items in accordance with IBC 1705.10

 Special inspections for seismic resistance in accordance with IBC 1705.12

 Testing for seismic resistance in accordance with IBC 1705.13

 Sprayed fire-resistant materials in accordance with IBC 1705.14

 Mastic and intumescent fire-resistant coatings in accordance with IBC 1705.15

 Exterior Insulation and Finish Systems (EIFS) in accordance with IBC 1705.16

 Fire-resistant penetrations and joints in accordance with IBC 1705.17

 Testing for smoke control in accordance with IBC 1705.18 and DPS requirements.

 Special inspections and tests in accordance with IBC 1705.1.1 shall also be required for proposed

work that is, in the opinion of the building official, unusual in its nature, such as, but not limited to,

the following examples:

1. Construction materials and systems that are alternatives to materials and systems prescribed

by this code.

2. Unusual design applications of materials described in this code.

3. Materials and systems required to be installed in accordance with additional manufacturer’s

instructions that prescribe requirements not contained in this code or in standards referenced

by this code.

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Montgomery County also requires special inspections for sheeting and shoring, underpinning, curtain wall

installation, façade installation or repair, parking structures repairs, soil strengthening methods such as

dynamic compaction, rammed aggregate piers etc.

EXCEPTIONS:

1. Special inspections and tests are not required for construction of a minor nature or as warranted by

conditions in the jurisdiction as approved by the building official.

2. Special inspections and tests are not required for portions of structures designed and constructed in

accordance with the cold-formed steel light-frame construction provisions of IBC Section 2211.1 or the

conventional light-frame construction provisions of IBC Section 2308.

3. Unless otherwise required by the building official, special inspections are not required for Group U

occupancies that are accessory to a residential occupancy including, but not limited to, those listed in

IBC section 312.1.

4. Unless otherwise determined by the building official, special inspections are not required for building of

Type V construction except as indicated in this Manual..

1.3 OTHER INSPECTIONS

For projects that are subject to Special Inspections and All Risk Category IV Buildings, the following

additional inspections shall be conducted by approved third party registered design professionals.

Exception: Unless otherwise determined by the building official, these additional inspections are not

required for buildings of Type V construction except:

Multifamily and other structures of types VA and VB construction (except townhomes) over three stories

above podium level or grade plane.

Risk Category III buildings and other structures of types VA and VB construction whose primary occupancy

is public assembly with an occupant load greater than 300.

All Risk Category IV Buildings of types VA and VB construction.

 Architectural inspections as needed to insure compliance with applicable code requirements such as:

a. Means of egress.

b. Construction type & fire-resistance rated construction.

c. Architectural close-in inspections and authorization of work to proceed.

d. Interior environments and energy conservation.

e. Interior finish.

f. Accessibility (COMAR 09.12.53).

g. Sound transmission control.

h. Other provisions of the code that will deem the building in conformance with the County

Building Code.

 Mechanical Inspections – See Section 1.7.5 of this manual.

 Energy Conservation Inspections – See Sections 1.3(d) and 1.7.5(n) (Contact DPS Green Building

Manager for submittal and inspection requirements.)

 Solar Panel Inspections – Third party inspection of solar panel attachment to the structure

1.4 PERMIT REQUIREMENTS

A valid building permit shall be obtained prior to start of the work.

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1.5 STATEMENT OF SPECIAL INSPECTION

Owners of buildings and structures subject to special inspections shall submit, as part of the permit

application, a Statement of Special Inspections (SSI). The SSI shall identify the name(s) of the Special

Inspector (SI) and the inspection and testing agency retained by the owner to provide special inspection and

testing services. This statement shall include a complete list of materials and work requiring special

inspections and the inspections to be performed as per IBC Section 1704.3.1.

1.6 FEES AND COSTS

Fees and costs associated with the performance of special inspections shall be borne by the owner.

Contractors are not permitted to hire engineers, architects and laboratories associated with special

inspections.

1.7 PRIMARY RESPONSIBILITIES

The following are general responsibilities of the principal parties to the construction project that are affected

by special inspections. This list is not intended to be all-inclusive. Additional responsibilities may be

assigned by the owner or the County to the parties identified below and others.

1.7.1 Owner (Owners' Representatives)

 Shall submit permit applications that include a complete Statement of Special Inspections (SSI).

 Shall retain all professionals involved in the process of special inspection including the Inspecting

Architect and the Special Inspector (SI).

 Shall retain the services of a registered design professional to perform Structural Observations (the

visual observation of the structural system by a registered design professional for general

conformance to the approved construction documents), when one or more of the conditions of IBC

Section 1704.6.1 exist:

1. The structure is classified as Risk Category IV.

2. The structure is a high-rise building.

3. Such observation is required by the registered design professional responsible for the structural

design.

4. Such observation is specifically required by the County.

Structural Observation does not include or waive the responsibility for the inspections in IBC Section

110 or the special inspections in IBC Section 1705 or other sections of IBC and this Manual. (Ref.

IBC Section 1704.6).

 Shall submit time schedules.

 Shall schedule and conduct pre-construction meeting.

 Shall notify the County when project begins.

 Shall oversee the design and construction and permitting for the project to ensure that the project is in

compliance with approved construction documents.

 Shall notify the County if there is a change in the design team and reasons for the change.

 Shall assure prompt distribution of inspection activity reports.

 Shall submit all structural revisions to the Structural Engineer of Record (SER) for review and

approval, prior to commencement of the work. A copy of the SER approved revisions must also be

submitted to the SI and the County (when required) prior to commencement of the work.

 Shall submit a two-way system communication certificate to the County, where it is required by the

Montgomery County Fire Safety Code.

 Shall submit Reports and Certificates to the County for each of the following, as applicable:

(Reference IBC Section 1704.5):

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1. Certificates of Compliance for the fabrication of structural, load-bearing or lateral load-resisting

members or assemblies on the premises of a registered and approved fabricator as per IBC

Section 1704.2.5.1.

2. Certificates of Compliance for the seismic qualification of nonstructural components, supports

and attachments in accordance with IBC Section 1705.13.2.

3. Certificates of Compliance for designated seismic systems in accordance with IBC Section

1705.13.3

4. Certificates of Compliance for open web steel joists and joist girders in accordance with IBC

Section 2207.5.

5. Reports of preconstruction tests for shotcrete in accordance with IBC Section 1908.5

6. Reports of material properties (carbon equivalence) verifying compliance with the requirements

of AWS D1.4 for weldability as specified in Section 26.6.4 of ACI 318 for reinforcing bars in

concrete complying with a standard other than ASTM A 706 that are to be welded.

7. Reports of mill tests in accordance with Section 20.2.2.5 of ACI 318 for reinforcing bars

complying with ASTM A 615 and used to resist earthquake-induced flexural or axial forces in

the special moment frames, special structural walls or coupling beams connecting special

structural walls of seismic force-resisting systems in structures assigned to Seismic Design

Category B, C, D, E, or F.

1.7.2 Special Inspector (SI)

 Shall be retained by the Owner.

 Shall be a qualified person who shall demonstrate competence, to the satisfaction of County officials,

for the inspection of the particular type of construction or operation requiring special inspection. The

Special Inspector shall provide written documentation to the County officials demonstrating his or

her competence and relevant experience or training. Experience or training shall be considered

relevant where the documented experience or training is related in complexity to the same type of

special inspection or testing activities for projects of similar complexity and material qualities.

 Shall provide construction inspection and testing services of required scope and frequency to offer a

professional opinion that the constructed project was built in accordance with the County-approved

construction documents, and that construction has been tested and inspected in accordance with the

SSI and applicable codes and standards.

 Shall work with the owner and in concert with other members of the design team to develop the

statement of special inspections.

 Shall verify that all fabricators of structural elements comply with applicable quality assurance

programs.

The SI shall provide special inspections as indicated below:

A. Sheeting and shoring

All sheeting and shoring shall be designed by a structural engineer licensed in the State of Maryland.

Designs shall be submitted to the Structural Engineer of Record (SER) for review and approval for

conformance to the building design. The registered design professional shall develop a comprehensive

inspection list based on the specific needs of the project design, subject to approval by the SER. The

inspection procedure shall be submitted to the County prior to commencement of construction at meeting.

I. Pile/Soldier Beam Installation

a. Inspect all types of sheeting and shoring installation.

b. Inspect the drilling and backfilling.

c. Inspect the pile size and location as well as plumbness.

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II. Lagging

a. Inspect lagging for size, location, and condition.

III. Tieback / Soil Nail Installation

a. Inspect tieback / soil nail installation to verify size, anchor length, number of strands, nail size

and coating, elevation, and angle of installation as applicable.

b. Inspect grouting of tiebacks / soil nails and take samples as needed.

c. Inspect the length of bonded zone.

IV. Rock Bolts

a. Inspect location, size, and bonded length.

V. Tieback / Soil Nail Testing

a. Ensure that all hydraulic jacks are used to perform anchor tensioning have current calibration

and that the gauge is calibrated to appropriate increments.

b. Periodically inspect the contractor’s proof test or performance test tieback / soil nail.

c. Periodically verify that the lock off loads are consistent with approved plans and

specifications.

d. Review all contractor’s data with regard to installation and testing of the tieback anchors / soil

nails.

B. Underpinning

All underpinning shall be designed by a structural engineer licensed in the State of Maryland. Designs shall

be submitted to the SER for review and approval for conformance to the building design prior to submitting

for underpinning permit. The registered design professional shall develop a comprehensive inspection list

based on the specific needs of the project design, subject to approval by the SER. The inspection procedure

shall be submitted to the County prior to the commencement of construction.

C. Soils and Foundation System Inspection and Testing Services

I. Soils (Also see SSI)

a. Inspect proof-rolling and delineate unsuitable materials within areas proposed for support of

structural fill, ground slabs and pavement areas.

b. Conduct laboratory tests on samples of proposed fill materials.

c. Inspect placement of engineered fill and backfill materials.

d. Conduct field density tests on placed compacted fill.

e. State that fill placement was performed in accordance with approved construction documents.

f. At least one soil technician shall be present full-time during compaction of structural fill

material.

g. At least one soil technician shall be present full-time during the application of soil

strengthening methods such as Dynamic Compaction, Rammed Aggregate Piers etc.

II. Foundations – Footings and mat foundation (Also see SSI)

a. Conduct foundation excavation inspection and testing to determine adequate bearing.

b. Conduct inspection and testing to determine adequate reinforcement.

c. State that in his/her professional opinion the footings are bearing on subgrades capable of

supporting the design loads.

d. Conduct inspection of basement and retaining walls for conformance to the County approved

construction documents.

III. Driven Deep Foundation Elements (Also see SSI)

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a. Inspect test pile driving and record data. The data is to include type and size of hammer, the

rate of penetration, and the type and dimensions of casings.

b. Inspect load tests on test piles and record data to determine if tests were performed in

accordance with project specifications.

c. Analyze load test data and provide driving criteria, including revised estimated pile tip

elevations at test boring locations.

d. Inspect pile driving and keep a record of each pile driven containing specifications of pile

hammer used, pile dimensions, tip and cut-off elevation of piles, blow count for pile as

specified, plumbness of pile, and as-built location obtained from contractor’s survey, and

other pertinent information pertaining to the pile and it’s driving.

e. Ascertain that piles do not exceed driving tolerances as to location, plumbness, and batter

angle.

f. State that in his/her professional opinion all piles were driven and developed bearing capacity

in accordance with specifications.

IV. Cast-In-Place Deep Foundations (Also see SSI)

a. Inspect the drilling of the caissons to assure sufficient penetration of transition material to

develop design side wall skin friction and/or end bearing as required.

b. Ascertain that caissons are not placed beyond established tolerances for plumbness.

c. Inspect and approve caissons prior to placement of concrete only after the approved criteria

have been met.

d. Inspect rebar and concrete placement.

e. State that the caissons have been placed in accordance with plans and specifications.

V. Records and Certification

Upon completion of the geotechnical engineering services provide a certified document

stating that to the best of his/her knowledge and in his/her opinion the construction of soils

and foundations has been completed in accordance with the requirements of the project plans

and specifications and the Montgomery County Building Code.

D. Super Structure Inspecting and Testing Services

I. Concrete Structures

(Also see SSI for required inspections and tests of concrete construction)

a. Formwork and Reinforcing

1. Inspect formwork, shoring, and reinforcing prior to placing concrete.

2. Authorize in writing the stripping of formwork and re-shoring prior to removal of these

materials only after the criteria approved by SER have been met.

b. Batching

1. Inspect batching tickets and delivery operations for compliance with the project

specifications.

c. Compression Tests

1. Label each compression cylinder identifying the truck load of concrete from which sample

was taken and the exact location in construction where deposited.

2. Take samples for strength tests in accordance with ASTM C172. Mold and standard –

cured cylinders for strength tests in accordance with ASTM C31 and test cylinders in

accordance with ASTM C39. (Per ACI 318, section 26.12.1.1, strength tests shall be the

average of the strengths of at least two 6 by 12 inch cylinders or at least three 4 by 8 inch

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cylinders made from the same sample of concrete tested at 28 days or at test age

designated for determination of the compressive strength.)

d. Connections

1. Inspect all connections between precast concrete and cast-in-place concrete.

2. Inspect anchor bolts, plates, etc. installed in the concrete.

II. Post-Tension Concrete Structures

a. Inspect formwork, tendons and reinforcing prior to placing of concrete.

b. Inspect all placing of concrete.

c. Inspect all tensioning and keep elongation records.

d. Grant permission to contractor prior to all burning, cutting or capping of prestressing

anchorage only after the criteria approved by SER have been met.

e. Perform testing of concrete as for cast-in-place concrete except as modified in the

specifications for post-tensioning structure.

III. Structural Steel Structures

(Special inspections for structural steel shall be in accordance with the quality assurance inspection

requirements of AISC 360, Chapter N and this manual. See SSI)

a. Check setting of anchor bolts and base plates.

b. Determine that members are properly placed and that member sizes and locations are in

accordance with approved plans.

c. Check field welder’s qualifications by examining their certificates.

d. Inspect erected members for proper workmanship and to determine that members are plumb

and level.

e. Inspect shop and field connections for proper workmanship.

f. Inspect and test welds and connectors as required by project specifications.

g. Test any shop weld that appears questionable.

h. Inspect connections to frame (such as welded connections, mechanical connections, etc.)

i. Inspect sprayed-on fireproofing.

j. Inspect shear studs.

k. Inspect steel deck to ensure that it is properly placed, connected and that it is sized and

located in accordance with approved plans.

l. Inspect steel joist and joist girders to ensure that they are properly placed and that they are

sized and located in accordance with approved plans.

m. Inspect end anchorage, bridging connection. Make sure bridging is installed at appropriate

time in erection sequence.

IV. Precast Concrete Structures

a. Shall provide inspection of fabrication process. The requirements of IBC Section 1704.2.5.1

may apply subject to County approval. See section 3.1.4 of this manual.

b. Shall provide full-time construction inspection of the erection process in accordance with the

erection plans and the construction sequence.

c. Shall notify appropriate design professionals of record and the County if inspection and/or test

results do not meet the requirements of the County-approved construction documents.

d. Shall ensure that all required approvals are obtained prior to inspection, approval and

continuation of construction.

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e. Shall submit a final report of special inspections.

f. See Chapter 3 of this manual for additional requirements.

V. Structural Masonry Structures

(Special Inspections and tests for masonry construction shall be performed in accordance with TMS

402 and TMS 602 quality assurance program requirements and this manual. See SSI)

a. Inspect placing of masonry units.

b. Inspect placement of reinforcing.

c. Inspect placement of grout/mortar.

d. Conduct prism tests per contract documents.

VI. Wood Structures

a. Inspect high-load diaphragms as per IBC Section 1705.5.1.

b. Inspect metal-plate-connected trusses as per IBC Section 1705.5.2.

c. Inspect load bearing walls as per SSI.

d. Inspect wood columns as per SSI.

e. Inspect balcony framing as per SSI.

f. Inspect shear wall systems as per SSI.

g. Inspect roof framing as per SSI.

h. Inspect steel framing as per SSI.

i. Inspect floor trusses as per SSI.

VII. Records and Certification

Upon completion of the structural phase of the building, the inspection agency shall provide a

certified document stating that to the best of his/her knowledge and in his/her opinion the

construction of the super structure has been completed in accordance with the requirements of

the project plans and specifications and the Montgomery County Building Code.

1.7.3 Structural Engineer of Record (SER)

 Shall be retained by the Owner.

 Shall have the ultimate responsibility for all structural elements of the building.

 Shall review and approve structural shop drawings including all connections.

 Shall review and approve structural members and connections designed and/or fabricated by the steel

fabricator.

 Shall review and approve concrete, mortar and grout mix designs.

 Shall review and approve formwork design and criteria for removal of the formwork.

 Shall review and approve the sheeting and shoring drawings, prior to County review, for general

conformance and compatibility to the design of the structure.

 Shall review and approve all deferred submittals for general conformance and compatibility to the

design of the structure.

 Shall review construction inspection and testing reports/records provided by the Special Inspector

(SI) for conformance with the approved structural documents and the County Code and shall take

appropriate action(s) as required.

 Shall review and confirm temporary and final vertical loads from the precast design calculations and

erection drawings.

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 Shall provide temporary and final support for gravity and lateral loads derived from the precast

design at the base of the precast columns/walls.

 Shall provide temporary and final support of eccentric loads per the precast design.

 Shall review and approve precast erection drawings, including erection sequencing, bracing and

grouting plans.

 Upon completion of foundation and superstructure, shall provide a professional opinion that the

project complies with the structural construction documents and specifications and Montgomery

County Building Code.

1.7.3a Structural Observer (SO)

 Shall be retained by the Owner when one or more of the conditions of IBC Section 1704.6.1 exist:

1. The structure is classified as Risk Category IV.

2. The structure is a high-rise building.

3. Such observation is required by the registered design professional responsible for the structural

design.

4. Such observation is specifically required by the County.

 The Structural Observer (SO), if other than the Structural Engineer of Record (SER), shall be a

registered design professional in Maryland, capable to perform the visual observation of the

structural system for general conformance to the approved construction documents.

 Shall demonstrate competence to the satisfaction of County officials. Shall provide written

documentation to the County demonstrating his/her experience and training. Experience shall be

considered relevant where the documented experience is related in complexity to the same type of

projects of similar complexity and material qualities.

 Prior to the commencement of observations, the Structural Observer shall submit to the County a

written statement identifying the frequency and extent of structural observations.

 At the conclusion of the work included in the permit, the Structural Observer shall submit to the

County a written statement that the site visits have been made and identify any reported deficiencies

that, to the best of the Structural Observer’s knowledge, have not been resolved (IBC Section

1704.6).

1.7.4 Geotechnical Engineer of Record (GER)

 Shall be retained by the Owner.

 Shall prepare and issue geotechnical report of subsoil evaluation.

 Shall prepare design criteria for foundations and foundation systems.

 Shall review the sheeting and shoring drawings, prior to County review, and shall submit a signed

and sealed letter to the County verifying the soil properties and soil pressures utilized by the

engineer responsible for the design of the support of excavation.

 Shall revise geotechnical recommendations if site soil or groundwater conditions differ materially

from conditions indicated on the approved geotechnical report and coordinate changes with the

design professionals of record responsible for the structural design of foundations, deep foundations

or other types of foundation systems.

 Upon completion of the geotechnical phase of the building, the GER shall provide a certified

document stating that to the best of his/her knowledge and in his/her opinion the construction of the

soils and/or foundation systems (as appropriate) has been completed in accordance with the

requirements of the project plans and specifications and the Montgomery County Building Code.

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1.7.5 Mechanical Engineer of Record (MER)/Mechanical Inspector (MI)

 Shall be retained by the Owner.

 The Mechanical Inspector (MI), if other than the Mechanical Engineer of Record (MER), shall be a

Mechanical Engineer registered in Maryland and shall demonstrate competence to the satisfaction of

County officials. Shall provide written documentation to the County demonstrating his/ her

experience and training. Experience shall be considered relevant where the documented experience is

related in complexity to the same projects of similar complexity and material qualities.

 Shall provide periodic inspections for compliance with the International Mechanical Code with local

amendments, applicable NFPA standards and conformity with the County approved construction

documents before the concealment of any mechanical components as described, but not limited to:

a. Light testing, insulation, support and clean out location for grease duct systems

b. Pressure testing of ductwork and various piping systems

c. Piping and duct supports and insulation

d. Fuel tank and piping pressure testing and verification of proper UL listing

e. Inspection and testing for seismic resistance as per IBC sections 1705.12 and 1705.13

f. Appliance location, protection, anchorage and supports

g. Proper protection of penetrations of fire rated building components. Appropriate protection of

fire rated shaft penetrations

h. Commercial and domestic dryer exhaust ducts and makeup air for dryer systems consistent

with the manufacturers’ installation instructions and the IMC

i. Emergency Standby Generators shall be installed and inspected per the IBC, IMC and

NFPA 110

j. Hazardous exhaust systems shall be installed and inspected per the IMC and NFPA 45

k. Refrigeration systems and machinery rooms shall be installed and inspected in accordance

with IBC and IMC

l. Boilers and pressure vessels with a combined BTU rating of 350 mbh or more shall be state

inspected and certified

m. General conformance to the County approved construction documents

n. Compliance with the International Energy Conservation Code regarding mechanical systems

efficiencies, insulation, economizers and controls

o. Shall witness and approve the stair pressurization tests and other smoke management systems

 Upon completion of the mechanical work within the building, the MER/MI shall provide a certified

document stating that to the best of his/her knowledge and in his/her opinion mechanical systems

have been completed in accordance with the requirements of the project plans and specifications and

the Montgomery County Building Code.

1.7.6 Inspecting Architect

 Shall be retained by the Owner.

 The Inspecting Architect, if other than the Architect of Record, shall be a registered architect in

Maryland and shall demonstrate competence to the satisfaction of County officials. Shall provide

written documentation to the County demonstrating his/her experience and training. Experience shall

be considered relevant where the documented experience is related in complexity to the same projects

of similar complexity and material qualities.

 Shall provide inspections as needed to insure compliance with applicable code requirements such as:

a. Means of egress.

b. Construction Type and fire-resistance rated construction.

c. Fire-resistant penetration firestop systems and fire-resistant joint systems in accordance with

IBC Section 1705.17

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d. Interior environments and energy conservation.

e. Interior finish.

f. Exterior Insulation and Finish Systems (EIFS) in accordance with IBC Section 1705.16

g. Accessibility (COMAR 09.12.53).

h. Sound transmission control.

i. Building envelope as it relates to the thermal, air barrier, air leakage and fenestration

provisions of the IECC.

j. Other provisions of the building code applicable to the design and construction of the building

that could deem the building in compliance with the County Building Code.

 Shall conduct close-in inspections prior to concealment of building elements and shall authorize

proceeding with the work.

 Shall submit a signed and sealed inspection report to the County within five working days after the

completion of the inspection.

 Shall ensure that all required approvals are obtained prior to approval of inspected item(s) and

continuation of construction.

 Upon completion of the work shall provide a professional opinion that to the best of his/her

knowledge, information and belief, the work has been constructed in accordance with approved plans,

specifications and the Building Code of Montgomery County and the Statement of Special

Inspections (SSI).

1.7.7 General Contractor (GC)

 Shall have the ultimate responsibility for the construction.

 Shall provide the means, methods and materials and temporary shoring and support of construction.

 Shall coordinate construction and verify, as necessary, so that the building is capable of carrying

construction loads.

 Shall take necessary action to assure a safe job site and meet OSHA, MOSHA, and other job site

safety responsibilities.

 Shall submit construction documents to the County as identified at the preconstruction meeting.

 Shall notify the County and appropriate design professionals of record of construction schedules as

identified at the preconstruction meeting.

 Shall schedule and coordinate that the required inspections are conducted and approved prior to

proceeding with the work.

 Shall not conceal any work without prior approval of the inspecting professional.

 Shall ensure that all required approvals are obtained prior to continuation of construction.

 Shall provide temporary shoring and bracing as required to maintain stable structure during all stages

of construction.

 Shall submit to the County the method of EIFS construction, if applicable, and the method of

containing loose particles as a result of rasping.

 Upon completion of the work shall provide a professional opinion that to the best of his/her

knowledge, information and belief, the work has been constructed in accordance with approved plans,

specifications and the Building Code of Montgomery County and the SSI.

1.8 PRECONSTRUCTION MEETING

A pre-construction meeting is required for every project whose elements are subject to special inspections as

a condition of permit issuance. The meeting shall take place after plans have been reviewed by the County

but prior to the issuance of a permit.

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The SSI and the qualifications of the SI and/or the Inspection and Testing Agency Engineer of Record are

also reviewed again by County building officials and approved at the preconstruction meeting prior to the

issuance of a permit.

1.8.1 Participants

The following members of the construction team shall participate in pre-reconstruction meetings, as

required:

 Owner or owner's duly authorized representative.

 Structural Engineer of Record (SER).

 Mechanical Engineer of Record (MER).

 Special Inspector (SI).

 General Contractor (GC).

 County Building officials.

 County Fire Officials.

 Professional in charge of geotechnical services, as required.

 Professional in charge of architectural inspection, as required.

 Professional in charge of structural inspection, as required.

 Professional in charge of structural observation, as required.

 Professional in charge of fabricated building elements.

 Professional in charge of mechanical inspection, as require.

1.8.2 Purpose

The purpose of the preconstruction meeting is to review the special inspection requirements of the project

and establish communications among the project team members. The parties shall agree on the scope of

inspection. The Owner shall submit a Statement of Special Inspections (SSI). At a minimum, the following

shall be discussed:

a. Project Construction Requirements: Project construction requirements of the Montgomery County

Special Inspections Program (SIP), including construction methods, site safety and fire hazard

prevention during the construction process.

b. Statement of Special Inspections (SSI): The scope of special inspections for the project.

c. Qualifications: Qualifications of proposed inspection professionals and testing agencies, including

evidence of laboratory accreditation and technician certification from recognized authorities subject

to the approval of the County.

d. Responsibilities: The roles and responsibilities of each party.

e. Communication: Communication channels between the County and owner's representatives and

members of the design and construction teams.

f. Phased Construction: Requirements for phasing of permits, certificates of completion and

occupancy requirements.

g. Revision: Requirements for revised shop drawings, revisions to construction documents, etc.

1.9 REPORTS AND COMMUNICATION FLOW

The SI shall keep records of inspections. The SI shall furnish inspection reports to the building official as

required by the SSI and this manual, to the owner or owner’s designee and to the registered design

professional as appropriate. Discrepancies shall be brought to the immediate attention of the contractor for

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correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the

building official and to the registered design professional of record, prior to the completion of that phase of

the work. A final report of inspections documenting required special inspections and correction of any

discrepancies noted in the inspections shall be submitted.

Any deviation from the approved construction documents must be brought to the immediate attention of the

registered design professional of record and the County code official.

The SI shall provide reports of special inspection signed and sealed by the professional in charge as required

by the SSI and this Special Inspections document within 10 business days. Deficiency reports shall be

submitted within five business days.

1.10 DEFICIENCY REPORTS

Deficiency reports shall describe the nature and specific location of the deficiency and include a description

of the action recommended by the appropriate professional in charge. Each deficiency item, by discipline,

shall be sequentially numbered.

1.11 FINAL REPORT OF SPECIAL INSPECTIONS

Upon completion of the specified special inspections and testing, the SI, and other design professional(s) of

record providing special inspections and testing services shall submit a final report of special inspections to

the County, owner and others designated by the owner. Reports shall indicate that work inspected was done

in conformance to approved construction documents.

1.12 PERSONNEL QUALIFICATIONS

In accordance with the provisions of the IBC, except for registered design professionals, field personnel shall

be certified by examination through ICC, ACI, AWS, ASNT, NICET, WACEL or other organizations whose

programs are recognized by the County. Inspection and Testing Agency personnel shall perform only those

services in which they have demonstrated competency through such a recognized certification or registration

program.

1.12.1 Unusual Functions

In the event there is no certification program applicable to a specific function, the SI shall submit, to County,

a signed statement attesting to the competency of personnel and identifying the basis upon which such

statement is made.

1.12.2 Laboratory Qualifications

Laboratory facilities must be accredited by an agency such as A2LA, NVLAP, WACEL or other

organizations whose programs are recognized by the County. All laboratory facilities must meet the

requirements of ASTM E329, ASTM D3740, and ASTM C1077 as applicable. The SI shall accredit on-site

laboratory facilities in accordance with ASTM E329.

1.12.3 Resumes

The SI shall submit resume and documentation, for approval by the county, of inspection and testing

personnel and laboratories prior to the pre-construction meeting.

1.13 CHANGES IN SPECIAL INSPECTIONS TEAM

In the event that the design professionals or inspection and testing agencies of record need to be changed

during the course of the project, the owner shall notify the County. The County shall approve or deny such

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replacement. The owner shall provide to the County a written explanation as to the reason for such change;

shall identify the replacement organization or individual with whom he has contracted; shall furnish the

documentation necessary to show such organization or individual is qualified for the work as required herein,

and shall provide a revised inspection agreement signed by the new party. The County shall stop work if, in

the County's opinion, work otherwise would proceed without adequate inspection, and shall authorize a

recommencement of work only at such time as it is satisfied that the integrity of the inspection can be

assured.

1.14 OBLIGATIONS OF PARTIES TO THE CONSTRUCTION

The organizations and individuals performing inspections are responsible for the adequacy of their work. In

addition, any conditions which they believe are not justifiable or outside the scope of this agreement shall

be reported to the owner, general contractor, and the code official.

1.15 MODIFICATION TO APPROVED DRAWINGS

All individuals involved with this program in a construction inspection capacity or in the design of the

project are charged with the responsibility to report to the County representative any error, omission,

inconsistency or ambiguity in the approved plans. Appropriate revisions shall be developed. When time

permits, or when the changes are in the opinion of the appropriate County representative, substantial enough

to so warrant, such revisions shall be submitted to the County for review and approval. Otherwise, a

statement of revision shall be submitted to the County by the architect or engineer of record prior to

commencement of work.

1.16 DETECTION OF CRITICAL PROBLEMS

Any individual involved in the inspection function who detects a condition which in his or her opinion

justifies a stop-work proceeding or other remedial measure, shall so notify the supervisor of the function in

question. If the supervisor is not present, or if the supervisor is unable or unwilling to take what is deemed to

be appropriate corrective measures, the person detecting the condition in question shall directly contact the

code official.

1.17 STATEMENT OF SPECIAL INSPECTIONS (SSI)

Permit applicants are required to submit a Statement of Special Inspections prepared by the registered design

professionals in responsible charge as a condition for permit issuance. This statement shall include a

complete list of materials requiring special inspections, the inspections to be performed and a list of the

individuals, approved agencies and firms intended to be retained for conducting such inspections.

The model statement can be used “as is,” but is designed with the flexibility to be modified to meet the

unique requirements of a specific project.

The completed Statement of Special Inspections shall be submitted with plans and specifications as part of

the permit application process.

The Schedule of Special Inspections identifies the scope of inspection and testing services, following IBC

Section 1705 requirements. Where special inspection or structural testing is required for seismic resistance

as per IBC sections 1705.12 and 1705.13 respectively, the Statement of Special Inspections shall identify the

designated seismic systems and seismic-force resisting systems that are subject to special inspections. Each

contractor responsible for the construction of a seismic-force-resisting system, designated seismic system or

a seismic force-resisting component listed in the statement of special inspections shall submit a written

statement of responsibility to the County and the owner prior to the commencement of work on the system or

component. The contractor’s statement of responsibility shall contain acknowledgement of awareness of the

special requirements contained in the Statement of Special Inspection, as per IBC Section 1704.4.

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The qualifications of the Special Inspections Professional of Record and/or the Inspections and Testing

Agency Engineer of Record will be reviewed and approved by the County as part of the permitting process.

1.18 FINAL REPORT OF SPECIAL INSPECTIONS AND ARCHITECTURAL INSPECTIONS AND

CERTIFICATE OF COMPLETION

The Final Report of Special Inspections and Architectural Inspections and the Certificates of Completion

shall be placed on the individual company letterhead and shall be submitted to the County after the special

inspections specified for the project have been completed.

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S.I. FINAL REPORT OF SPECIAL INSPECTIONS

Project Name:

Project Address:

Permit Number: (A/P):

SPECIAL INSPECTOR (SI):

All deficiency items reported in the last interim report(s) have been completed. To the best of my

information, knowledge and belief, the special inspections specified for this project, itemized in the

Statement of Special Inspections submitted for permit, have been completed. In my professional opinion,

building elements subject to special inspections have been found to comply with County-approved

construction documents and project specifications.

Respectfully submitted,

Signature of Special Inspector Date

Seal

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T.A. FINAL REPORT OF SPECIAL INSPECTIONS & TESTING

Project Name:

Project Address:

Permit Number: (A/P):

TESTING AGENCY (TA, if different than SI):

All deficiency items reported in the last interim report(s) have been completed. To the best of my

information, knowledge and belief, the special inspections and testing specified for this project, itemized in

the Statement of Special Inspections submitted for permit, have been completed. In my professional opinion,

building elements subject to special inspections have been found to comply with County-approved

construction documents and project specifications.

Respectfully submitted,

Signature of Testing Agency Engineer of Record Date

Seal

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FINAL REPORT OF SPECIAL INSPECTIONS

FOR PRECAST FABRICATED ELEMENTS

AT THE MANUFACTURER’S PLANT

Project Name:

Project Address:

Permit Number: (A/P):

SPECIAL INSPECTOR (SI):

All deficiency items reported in the last interim report(s) have been completed. To the best of my

information, knowledge and belief, the special inspections required for this project at the manufacturer’s

plant, have been completed. In my professional opinion, the fabrication of precast elements has been

completed in accordance with the requirements of the County approved construction documents and project

specifications, the Montgomery County Special Inspections Program Manual and the Montgomery County

Code.

Respectfully submitted,

Signature of Special Inspector Date

Seal

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A.I. FINAL REPORT OF ARCHITECTURAL INSPECTIONS

Project Name:

Project Address:

Permit Number: (A/P):

INSPECTING ARCHITECT OF RECORD (AI):

All deficiency items reported in the last interim report(s) have been completed. To the best of my

information, knowledge and belief, the architectural inspections required for the project that include:

 Architectural inspections as needed to insure compliance with applicable code requirements such as:

a. Means of egress

b. Construction Type & fire-resistance construction

c. Interior environments and energy conservation

d. Interior finish

e. Exterior Insulation and Finish Systems (EIFS)

f. Accessibility (COMAR 09.12.53).

g. Sound transmission control

h. Other provisions of the code that will deem the building in conformance with the County

Building Code

 Architectural close-in inspections and authorization of work to proceed have been completed.

In my professional opinion, building elements subject to architectural inspections have been found to be in

compliance with County-approved construction documents and project specifications.

Respectfully submitted,

Signature of Inspecting Design Professional of Record Date

Inspecting Design Professional of Record Seal

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M.I. FINAL REPORT OF MECHANICAL INSPECTIONS

Project Name:

Project Address:

Permit Number (A/P):

Mechanical Permit (A/P for Reference):

INSPECTING MECHANICAL ENGINEER OF RECORD (MI):

All deficiency items reported in the last interim report(s) have been completed. To the best of my

information, knowledge and belief, the special inspections specified for this project, itemized in the

Statement of Special Inspections submitted for permit, have been completed. In my professional opinion,

mechanical systems subject to special inspections have been found to comply with County-approved

construction documents and project specifications.

Respectfully submitted,

Signature of Inspecting Mechanical Engineer of Record Date

Inspecting Mechanical Engineer of Record Seal

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S.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

STRUCTURAL ENGINEER OF RECORD (SER):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed. In my

professional opinion, the structure is constructed in accordance with the approved construction documents

and project specifications and is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Structural Engineer of Record Date

Seal

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S.O. CERTIFICATE OF STRUCTURAL OBSERVATIONS

Project Name:

Project Address:

Permit Number: (A/P):

STRUCTURAL OBSERVER (SO):

The frequency and extent of structural observations at the project site, identified in my written statemen

submitted to the County prior to commencement of construction, have been made. To the best of my

information, knowledge and belief, all deficiency items reported in my structural observation reports, have

been corrected.

Respectfully submitted,

Signature of Structural Engineer of Record Date

Seal

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PRECAST MANUFACTURER CERTIFICATE OF COMPLIANCE

Project Name:

Project Address:

Permit Number: (A/P):

PRECAST MANUFACTURER:

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed and all precast

elements have been manufactured in accordance with the approved construction documents and project

specifications and are in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Precast Manufacturer Date

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P.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

PRECAST ENGINEER OF RECORD (PER):

All deficiency items reported in the inspection reports have been corrected. In my professional opinion, the

structure has been designed and constructed in accordance with the approved construction documents and

project specifications and is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Precast Engineer of Record Date

Seal

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S.O.E.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

SUPPORT OF EXCAVATION ENGINEER OF RECORD (S.O.E.E.R.):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed. In my

professional opinion, the sheeting and shoring is constructed in accordance with the approved construction

documents and project specifications and is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Support of Excavation Engineer of Record Date

Seal

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R.A.P.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

RAMMED AGGREGATE PIERS ENGINEER OF RECORD (R.A.P.E.R.):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the geotechnical inspections specified for this project have been completed. In my

professional opinion, the rammed aggregate piers were installed in accordance with the approved

construction documents and project specifications and in compliance with County building codes and

regulations.

Respectfully submitted,

Rammed Aggregate Piers Engineer of Record Date

Seal

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G.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

GEOTECHNICAL ENGINEER OF RECORD (GER):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the geotechnical inspections specified for this project have been completed. In my

professional opinion, the soil and/or foundation system for this structure is constructed in accordance with

the approved construction documents and project specifications and is in compliance with County building

codes and regulations.

Respectfully submitted,

Signature of Geotechnical Engineer of Record Date

Seal

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G.I. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

GEOTECHNICAL INSPECTOR OF RECORD (GI):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the geotechnical inspections specified for this project have been completed. In my

professional opinion, the soil and/or foundation system for this structure is constructed in accordance with

the approved construction documents and project specifications and is in compliance with County building

codes and regulations.

Respectfully submitted,

Signature of Geotechnical Inspecting Engineer of Record Date

Seal

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M.E.R. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

MECHANICAL ENGINEER OF RECORD (MER):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the mechanical inspections specified for this project have been completed. In my

professional opinion, the mechanical systems for this structure is constructed in accordance with the

approved construction documents and project specifications and is in compliance with County building codes

and regulations.

Respectfully submitted,

Signature of Mechanical Engineer of Record Date

Seal

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APPROVED FABRICATOR CERTIFICATE OF COMPLIANCE

Project Name:

Project Address:

Permit Number: (A/P):

APPROVED FABRICATOR:

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed and the structure

has been fabricated in accordance with the approved construction documents and project specifications and

is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Approved Fabricator Date

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STEEL FABRICATOR CERTIFICATE OF COMPLIANCE

Project Name:

Project Address:

Permit Number: (A/P):

APPROVED STRUCTURAL STEEL FABRICATOR:

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed and the structure

has been fabricated and erected in accordance with the approved construction documents and project

specifications and is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of Approved Fabricator Date

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STEEL JOIST/GIRDER MANUFACTURER

CERTIFICATE OF COMPLIANCE

Project Name:

Project Address:

Permit Number: (A/P):

OPEN WEB STEEL JOISTS / JOIST GIRDER MANUFACTURER: _____

To the best of my information, knowledge and belief, the manufacturing of open web steel joists / girders

specified for this project was performed in accordance with the approved construction documents, the project

specifications and the Steel Joist Institute (SJI) specifications and is in compliance with County building

codes and regulations.

Respectfully submitted,

Signature of steel joist / joist girder manufacturer Date

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CERTIFICATE OF COMPLIANCE

For Seismic Qualification of Nonstructural Components, Supports and Attachments

Project Name:

Project Address:

Permit Number: (A/P):

REGISTERED DESIGN PROFESSIONAL:

To the best of my information, knowledge and belief, the requirements of ASCE 7, Section 13.2.1 for

Seismic Qualification of nonstructural components, supports or attachments specified on the approved

construction documents, are met.

Respectfully submitted,

Signature of Registered Design Professional Date

Seal

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CERTIFICATE OF COMPLIANCE

For Designated Seismic Systems

Project Name:

Project Address:

Permit Number: (A/P):

REGISTERED DESIGN PROFESSIONAL:

To the best of my information, knowledge and belief, the requirements of ASCE 7, Section 13.2.2 for

Designated Seismic Systems specified on the approved construction documents, are met.

Respectfully submitted,

Signature of Registered Design Professional Date

Seal

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CERTIFICATE OF RADIO COVERAGE COMPLIANCE

Project Name:

Project Address:

Permit Number: (A/P):

REGISTERED DESIGN PROFESSIONAL OF RECORD: ________

I have tested the building for radio coverage level(s) in accordance with the Montgomery County

Department of Technology Services (DTS) standard. To the best of my information, knowledge and belief,

the radio coverage levels for this project is in accordance with the specifications and is in compliance with

DTS standards and regulations.

Respectfully submitted,

Signature of Registered Design Professional Date

Seal

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G.C. CERTIFICATE OF COMPLETION

Project Name:

Project Address:

Permit Number: (A/P):

GENERAL CONTRACTOR (GC):

All deficiency items reported in the inspection reports have been corrected. To the best of my information,

knowledge and belief, the special inspections specified for this project have been completed. In my

professional opinion, the structure is constructed in accordance with the approved construction documents

and project specifications and is in compliance with County building codes and regulations.

Respectfully submitted,

Signature of General Contractor Date

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CHAPTER 2

DEFINITIONS

The following words and terms shall, for the purposes of this manual and the County's Special Inspections

Program have the meaning delineated below.

Architect of Record (AR): The Registered Design Professional retained by the owner to design and specify

architectural construction and whose signature and seal appears on the County-approved architectural

construction documents.

Certification: A statement of professional opinion by a registered design professional that indicates that the

item(s) under consideration meet the requirement of the County-approved construction documents and this

manual. Certifications shall bear the original seal and signature of the design professional making the

statement.

Completion Letter: A certification letter signed and sealed by the design professional(s) of record who

performed special inspections stating that the construction elements specified for special inspections have

been inspected and conform to the County-approved plans, specifications and this manual.

Construction Documents: Plans and specifications and other documents prepared for the purposes of

obtaining a building permit.

County-Approved Documents: Construction documents approved by Montgomery County Building

Official.

Fabrication and Erection Documents: Written, graphic and pictorial documents prepared or assembled

after issuance of a building permit describing the design, location and physical characteristics of building

components or materials necessary for fabrication, assembly or erection of project elements.

Final Report of Special Inspections: A certification by the Special Inspector (SI) indicating that specified

special inspections are completed and meet the requirements of the County-approved construction

documents, project specifications and this manual.

Green Building Registered Design Professional in Responsible Charge (RDPRC): The registered design

professional retained by the owner to perform inspections for buildings subject to Montgomery County

Green Building Regulations.

Inspection: The periodic observation of work and the performance of tests for certain building or structure

components.

Inspection and Testing Agency: Agency or agencies retained by the Owner and approved by the County to

perform special inspections and materials testing as required by IBC and the County. Contractors are barred

from retaining the services of inspection and testing agencies for Special Inspections.

Mechanical Engineer of Record (MER): The registered mechanical engineer retained by the owner to have

ultimate responsibility to design or specify mechanical systems and specifications.

Mechanical Inspector (MI): The registered mechanical engineer retained by the owner to provide

inspection and testing of mechanical equipment and components during construction.

Non-Structural Elements: Elements of a building that are not primary or secondary structural elements

such as exterior curtain walls and cladding, non-load-bearing partitions, stair railings, etc.

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Owner: Owner or owners of the freehold premises or lesser estate therein, a mortgagee or vendee in

possession, assignee of rents, receiver, executor, trustee, or lessee in control of a building/structure to be

constructed/altered or the owner's duly authorized representative.

Special Inspector (SI): The registered design professional retained by the owner to provide special

inspections and material testing services as specified by appropriate design professionals of record and

approved by the County. The SI maybe an agent of - or independent of - the Inspection and Testing agency,

the project’s SER, or the Mechanical Engineer of Record.

Statement of Special Inspections (SSI): A statement prepared by the Owner and appropriate registered

design professionals in responsible charge and submitted by the permit applicant for review and approval by

the County. The SSI indicates the scope of special inspections applicable to a construction project and

identifies the names and qualifications of the design professionals and inspection and testing agencies that

will provide those services.

Structural Engineer of Record (SER): The registered structural engineer retained by the owner to have

ultimate responsibility to design or specify structural documents and specifications.

Structural Observer (SO): The registered design professional retained by the owner to perform visual

observation of the structural system for general conformance to the approved construction documents.

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CHAPTER 3

ADDITIONAL REQUIREMENTS

3.1 PRECAST CONCRETE

This section delineates the responsibility of individuals in charge of design, fabrication, erection, structural

support, and handling of precast concrete building elements and its associated material testing and handling.

3.1.1 Project A/E Team

Project A/E team shall issue specific precast specifications including, but not limited to, erection methods,

tolerances and final tolerances and appropriate safety regulations.

3.1.2 Precast Erector

The precast erector shall perform or obtain a pre-erection survey of all bearing surfaces and embedded

hardware in the cast-in-place concrete construction intended for the support or connection of the precast

concrete. Any deviation from the precast drawings shall be coordinated with both the precast engineer and

the structural engineer of record.

3.1.3 Precast Engineer

The Precast Engineer is the registered design professional in charge of precast design and fabrication and

shall be responsible for and shall provide the following services:

 Prior to erection of any precast pieces; precast engineer must arrange a preconstruction meeting with

owner, SER, GC, precast supplier, inspectors, and erector’s foreman. The topics of this meeting are

to include on the safety, alignment issues, crane operation, and any other item that SER requires to be

discussed. Minutes of this meeting including a signature sheet of attendees with the date and location

of the meeting must be recorded and submitted to the County prior to start of erection of precast

elements.

 Submit to the Structural Engineer of Record (SER) for review and approval the following:

 Detailed signed and sealed erection and temporary bracing/shoring plan that indicates overall

sequence and specific localized erection procedures. It must indicate when and at what stages

temporary bracing is to be installed. It must indicate precisely what connections are required

and when, what length and size of weld, etc.

 Detailed piece drawings of every fabricated piece.

 Provide specifications indicating erection and fabrication tolerances. Specify in advance of

the erection what is “in tolerance” and what would be “out of tolerance”. Specification must

also indicate what is acceptable and what is not.

 Complete design calculations - all elevations.

 Confirm detailing and manufacturing of elements per design calculations.

 Signed and sealed drawings showing erection sequence, bracing and grouting sequence

and timing plan for the precast elements of the entire building.

 Provide all connection details with a numbered sequence and indicate the required percentage

of completion of each connection at any stage of the erection.

 Prepare signed and sealed sketches and obtain approval from the SER, for all field

modifications prior to field installation.

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 Upon completion of the work shall provide a professional opinion that to the best of his/her

knowledge, information and belief, the work has been constructed in accordance with approved

plans, specifications and the Building Code of Montgomery County and the SSI.

3.1.3 Erection Inspections

The erection process must be conducted under the full-time observation of the Special Inspector. Daily

reports must be furnished by the Special Inspector. The inspection and inspection reports must address the

items identified in the erection, bracing and grouting sequence and timing plan and the following:

Columns – erection and final

 Plumbness

 Grout under and above base plates in daps

 Grout at column splices

 Bolts, dowels, grout and installation

Light walls – erection and final

 Plumbness

 Grout

Spandrel Connections – erection and final

 Bolts

 Grout

Inverted tee beams – erection and final

 Lengths

 Connections

 Grout

Tees – Welds – erection and final

 To tees

 To walls

3.1.4 Fabricator Approval

 The fabricator shall submit the dates and the number of pours to the inspection agency prior to

fabrication of the precast elements.

 A minimum of 20% of the fabricated pieces shall be inspected by the inspection agency.

 The special inspector (SI) shall be present at the first cast of each product to check mold

dimensions, plate locations, reinforcing etc. prior to pouring concrete.

 Other inspection tasks shall include checking concrete mix, placement procedures, molding

concrete cylinders for testing, stressing operations, record keeping and inspection of finishes.

 Periodic unannounced inspections are also required.

 Upon completion of the fabrication process the special inspector (SI) shall provide a certified

document stating that to the best of his/her knowledge and in his/her opinion the fabrication of

the precast elements has been completed in accordance with the requirements of the project

plans and specifications and the Montgomery County building code.

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Page 42 of 42, Revised 10/12/2020

3.1.5 Operational Maintenance

 The owner shall engage a structural engineering firm to develop a maintenance schedule,

inspect the parking garage bi-annually and recommend structural repairs, as required. The

structural engineer’s reports shall be kept at the property manager’s office always and shall be

submitted to the County upon request.