PARCEL 7A, REGIONAL PERFORMING ARTS CENTER INTERIOR FINISHES PACKAGE P5 QUALITY …s/Carmel/QCProcedure... · · 2009-11-02parcel 7a, regional performing arts center interior finishes

PARCEL 7A, REGIONAL PERFORMING ARTS CENTER INTERIOR FINISHES PACKAGE P5

QUALITY MANUAL

ADDENDUM #5 AUGUST 15, 2008

DescriptionQC 00 01 01 - General Acceptance ReportQC 00 01 02 - General Material Verification FormQC 03 00 01 - Cast-in-place ConcreteQC 03 00 02 - Plant-Precast Structural Concrete PlanksQC 03 01 01 - CIP Pour CardQC 03 01 02 - Plant-Precast Structural Concrete Planks Acceptance ReportQC 04 00 01 - Masonry InstallationQC 04 00 02 - Limestone Cladding InstallationQC 04 00 03 - Dimension Stone Trim InstallationQC 04 00 04 - Cast Stone InstallationQC 04 01 01 - Masonry Installation Acceptance ReportQC 04 01 02 - Limestone Cladding, Dimension Stone Trim & Cast Stone Acceptance ReportQC 05 00 01 - Structural Steel ErectionQC 05 00 02 - Steel Deck InstallationQC 05 00 03 - Miscellaneous Steel InstallationQC 05 00 04 - Metal Fabrications InstallationQC 05 01 01 - Structural Steel Acceptance ReportQC 05 01 02 - Steel Joist Acceptance ReportQC 05 01 03 - Steel Deck Acceptance ReportQC 05 01 04 - Miscellaneous Steel Acceptance ReportQC 06 00 01 - Architectural WoodworkQC 07 00 01 - Sheet Waterproofing ApplicationQC 07 00 02 - Roofing InstallationQC 07 00 03 - Metal Wall Panels InstallationQC 07 00 04 - Sprayed Fire Resistive MaterialsQC 07 01 01 - Sheet Waterproofing Application Acceptance ReportQC 07 01 02 - Roofing Acceptance ReportQC 07 01 03 - Metal Wall Panels Acceptance ReportQC 07 01 04 - Sprayed Fire Resistive Materials Acceptance ReportQC 08 00 01 - Aluminum Framed Entrances, Windows & Storefronts InstallationQC 08 00 02 - Metal Framed SkylightsQC 08 00 03 - Interior Wall & Ceiling ClosureQC 08 01 01 - Aluminum Framed Entrances, Windows & Storefronts Acceptance ReportQC 08 01 02 - Metal Framed Skylights Acceptance ReportQC 08 01 03 - Interior Wall & Ceiling Closure Acceptance ReportQC 09 00 01 - Portland Cement Plaster StuccoQC 09 00 02 - PaintQC 09 00 03 - CarpetQC 09 00 04 - FlooringQC 09 00 05 - Wall CoveringsQC 09 01 01 - Portland Cement Plaster Stucco Acceptance ReportQC 10 00 01 - Miscellaneous SpecialitiesQC 11 00 01 - Theater and Related EquipmentQC 14 00 01 - Electric Traction ElevatorsQC 14 00 02 - Hydraulic ElevatorsQC 14 01 01 - Elevator Acceptance Report

Document #

Table of ContentsQuality Control Procedure Manual

Carmel Regional Performing Arts Center

Page 1 of 2

DescriptionQC 20 00 01 - Piping SystemsQC 20 00 02 - Equipment InstallationQC 20 01 01 - Piping Acceptance ReportQC 21 01 01 - Fire Protection Acceptance ReportQC 21 01 02 - Fire Pumps Acceptance ReportQC 22 01 01 - Mixing Valve Acceptance ReportQC 22 01 02 - Domestic Water Booster Pumps Acceptance ReportQC 22 01 03 - Inline Pumps Acceptance ReportQC 22 01 04 - Water Softener Acceptance ReportQC 22 01 05 - Submersible Pumps Acceptance ReportQC 22 01 06 - Plumbing Expansion Tank Acceptance ReportQC 22 01 07 - HVAC Expansion Tank Acceptance ReportQC 22 01 08 - Electric Water Heater Acceptance ReportQC 22 01 09 - Gas Water Heater Acceptance ReportQC 22 01 10 - Grease Interceptor Acceptance ReportQC 22 01 11 - Water to Water Preheat Storage Tank Acceptance ReportQC 23 00 01 - Duct InstallationQC 23 01 01 - Energy Management System Acceptance ReportQC 23 01 02 - HVAC Pumps Acceptance ReportQC 23 01 03 - Glycol Makeup Unit Acceptance ReportQC 23 01 04 - Duct Work Acceptance ReportQC 23 01 05 - Fan Acceptance ReportQC 23 01 06 - Hot Water Reheat Terminal Units Acceptance ReportQC 23 01 07 - AHU Acceptance ReportQC 23 01 08 - Fan Coil Unit Acceptance ReportQC 23 01 09 - Finned Tube Radiation Acceptance ReportQC 23 01 10 - Heating Coil Acceptance ReportQC 23 01 11 - Electric Unit Heaters Acceptance ReportQC 23 01 12 - Radiant Heating Panel Acceptance ReportQC 23 01 13 - Humidifier Acceptance ReportQC 23 01 14 - Plate and Frame Heat Exchanger Acceptance ReportQC 26 00 01 - Field Inspection of Electrical Equipment & SystemsQC 26 00 02 - Grounding & Bonding for Electrical SystemsQC 26 00 03 - Engine GeneratorsQC 26 00 04 - Interior LightingQC 26 00 05 - Fire Alarm & Security System InstallationQC 26 01 01 - Raceways & Fittings Acceptance ReportQC 26 01 02 - Cable Tray Acceptance ReportQC 26 01 03 - Low-Voltage Transformers Acceptance ReportQC 26 01 04 - Wiring Devices Acceptance ReportQC 26 01 05 - Engine Generators Acceptance ReportQC 26 01 06 - Switchgear & Panels Acceptance ReportQC 26 01 07 - Fire Alarm & Security System Acceptance ReportQC 26 01 08 - Telecommunications System Acceptance ReportQC 26 01 09 - Light Fixture ChecklistQC 31 00 01 - Earth MovingQC 31 01 01 - Proof Roll Acceptance Report

Table of ContentsQuality Control Procedure Manual

Carmel Regional Performing Arts CenterDocument #

Page 2 of 2

DOC. NO:QC - 00 01 01

PAGESHIEL SEXTON 1 of 1

Date of Report Report # Equipment I.D. Tag SystemDrawing Reference Spec. Reference

DESIGN SPECIFICATIONS

DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

Initials Date Initials Date


QUALITY CONTROLPROCEDURE MANUAL

GENERAL SYSTEM FINAL ACCEPTANCE REPORT

DATE:

REMARKS

PRIME CONTRACTOR: DATE:SHIEL SEXTON: DATE:

Prime ContractorItem

ARCH/ENGINEER:

REVIEWED

POST-INSTALLATION ACTIVITIES

Item Prime Contractor Shiel Sexton

Shiel SextonINSTALLATION ACTIVITIES


DOC. NO:QC - 00 01 02


GERNERAL MATERIAL VERIFICATION FORMDate of Report Report #

Equipment I.D. Tag SystemDrawing Reference Spec. Reference


DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

REMARKS

REVIEWED PRIME CONTRACTOR: DATE:SHIEL SEXTON: DATE:ARCH/ENGINEER: DATE:

SHIEL SEXTON

QUALITY CONTROL PROCEDURE MANUAL

DOC. NO: QC 03 00 01PAGE: 1 of 3

PROCEDURE: CAST-IN-PLACE CONCRETE Rev. 0 2/14/2008

1.01 Purpose • Clarify the quality control activities and deliverables required by the project plans, specifications,

commissioning plan, and turnover plan for concrete placement. This procedure does not include the submittal requirements.

1.02 Procedure – Materials and Material Storage

• Shiel Sexton shall verify that the Concrete materials being used by the Prime Contractor are in

compliance with the specifications and submittals.

1.03 Inspection Points

• Shiel Sexton shall have “hold” points as noted in the procedure. The Prime Contractor shall not proceed to the next step installation until all HOLD POINT signatures are completed.

• Shiel Sexton shall have “witness” points throughout the process as required to insure the work is being performed according to plans and specifications and document the installation with photographs. Shiel Sexton shall initial witness points reviewed on the appropriate completion form.

• Sign-off by any entity besides the Prime Contractor acknowledges that all or part of an installation has been reviewed and does not constitute full or partial acceptance of the completed installation.

1.04 Procedure – Pre-Placement Activities

• Prime Contractor shall attach the applicable Verification Form and/or Acceptance Report(s) to the

each submittal. The Design Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor.

• The Prime Contractor shall inspect the project site for any conditions which may affect the installation of the concrete including access and egress for equipment and materials. Unacceptable conditions shall be made aware to Shiel Sexton in writing immediately.

• The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring a Testing Agency inspection.

• Shiel Sexton shall schedule the Testing Agency. • The Testing Agency shall confirm the soil bearing pressures and other items as required by the

drawings and specifications and document the results on its standard report forms. • The Prime Contractor shall confirm the bottom of footing elevation in writing. • HOLD POINT - The Prime Contractor and Shiel Sexton shall inspect the formwork, embeds and

rebar prior to closing the formwork for compliance with drawings and specifications. • HOLD POINT - At least twenty-four (24) hours prior to each pour, the Prime Contractor shall initiate

and complete the sign-off on the Concrete Placement Report. • HOLD POINT - All applicable Prime Contractors shall review each area prior to placement. The

Prime Contractor is responsible for obtaining initials from other affected Prime Contractors. • “N/A” shall be written and initialed by the Prime Contractor, if there is no coordination required by

the other Prime Contractors. • The Prime Contractor and Shiel Sexton shall witness installation of the termite control prior to

concrete placement.

SHIEL SEXTON




1.05 Procedure – Placement Date

• The Prime Contractor shall maintain a pour log that includes all concrete delivery tickets and a brief description and sketch of the pour sequence.

• Shiel Sexton shall notify the Testing Agency after the pre-placement sign-off for each pour when testing procedures are required.

• The Testing Agency shall complete slump tests, air content verifications, temperatures, cast cylinders, and other items per the drawings and specifications.

• Non-conformance items discovered during pre-placement activities must be re-inspected and signed off by Shiel Sexton and any affected Prime Contractors. The Prime Contractor shall initiate re-inspection.

1.06 Procedure - Curing

• The Prime Contractor shall complete curing methods as detailed in the specifications. • Shiel Sexton shall witness curing is completed per the specifications. • The Prime Contractor shall coordinate all curing compounds for compatibility with the appropriate

Prime Contractor that will install the finish product on the concrete surface. 1.07 Procedure – Post-Placement Activities

• The Prime Contractor and Shiel Sexton shall inspect the pour for post-placement conformance

following the pour and once the formwork is stripped. • The Testing Agency shall complete flatness tests, cylinder breaks and other items required per the

specifications. • The Prime Contractor shall verify in writing the top of concrete elevation, the anchor bolt size, layout,

spacing and projections, and the finished surface of the concrete. • The results of all tests performed by the Testing Agency shall be evaluated by the Prime Contractor

and Shiel Sexton to verify compliance with the construction documents. • The Prime Contractor shall provide the steel erector with written notifications as required by OSHA

Subpart R 1926, including achievement of required concrete strength and approvals for any anchor bolt repairs performed.

1.08 Non-Conformance Activities

• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Concrete Placement Report.

• All remedial action shall be re-worked, re-inspected and signed off by the Testing Agency, the Prime Contractor and Shiel Sexton prior to the pour.

• Anchor bolts shall not be repaired, replaced or field modified without the written approval of the structural engineer of record.

SHIEL SEXTON




1.09 Document Turnover

• The Prime Contractor shall be responsible for submitting each fully executed Concrete Placement Report, with all concrete delivery tickets, to Shiel Sexton on a daily basis.

• The Testing Agency shall provide field test reports to Shiel Sexton on a daily basis, followed by formal copies on a weekly basis.

• The Prime Contractor shall compile all documentation for insertion into the final turnover package.

SHIEL SEXTON


DOC. NO: QC 03 00 02

PAGE: 1 of 2

PROCEDURE: PLANT-PRECAST STRUCTURAL CONCRETE PLANKS Rev. 0 2/14/2008

1.01 Purpose • The purpose of this procedure is to clarify the quality control activities and deliverables required by

the project plans, specifications, commissioning plan, and turnover plan for plant-precast structural concrete planks installation. This procedure does not include the submittal requirements.






• Shiel Sexton shall have a “hold” point prior to starting a new section. • Shiel Sexton shall have “witness” points throughout the plant-precast structural concrete planks

installation as required to insure the work is being performed according to plans and specifications and document the installation with photographs.

1.04 Procedure – Fabrication

• The Prime Contractor shall test and inspect the precast concrete according to the Contract Documents. This documentation shall be provided to Shiel Sexton prior to delivery of the finished product to the site.

1.05 Procedure – Pre-installation

• Prime Contractor shall attach the applicable Verification Form and/or Acceptance Report(s) to the each submittal. The Design Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor.

• The Prime Contractor shall verify that all required embeds are installed in each panel. • Shiel Sexton and the Prime Contractor shall examine supporting structural frame and/or foundation

and conditions for compliance with requirements for installation tolerances, true and level bearing surfaces, and other conditions affecting performance.

• The responsible Prime Contractor must fix unsatisfactory conditions prior to placement of the plant-precast structural concrete planks.

• Responsible Prime Cotractor(s) shall provide the Precast Contractor with the Testing Agency’s report to certify the cast-in-place concrete foundations have attained the minimum allowable design compressive strength prior to erection if applicable.

SHIEL SEXTON


DOC. NO: QC 03 00 02

PAGE: 2 of 2

PROCEDURE: PLANT-PRECAST STRUCTURAL CONCRETE PLANKS Rev. 0 2/14/2008

1.06 Procedure – Installation

• HOLD POINT - The Prime Contractor shall initiate the plant-precast structural concrete planks Completion Form.

• The Prime Contractor shall verify the plant-precast structural concrete planks are installed plumb, level and square with uniform joint widths.

• Shiel Sexton shall witness the installation of the clips, hangers, bearing pads and other accessories and verify planks are installed plumb, level and square as required by the Contract Documents.

• HOLD POINT – Prior to grouting and/or caulking, joints and connections checked for compliance to drawing and specifications.

• HOLD POINT – Prime Contractor shall initiate post-installation sign-offs prior to precast material being covered by subsequent activities.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the plant-precast structural concrete planks Completion Report.

• All remedial action shall be re-worked, re-inspected and signed off by the Prime Contractor and Shiel Sexton prior to proceeding.


• The Prime Contractor shall be responsible for submitting fabrication test reports and daily work reports to Shiel Sexton.


SHIEL SEXTON


DOC. NO:QC - 03 01 01

PAGE1 of 1

Shiel Sexton Concrete Pour Card INSTALLATION VERIFICATIONFooting & Pads: Initial Date

Pour Date: AM / PM Locate UtilitiesType: Foundation Slab Site Subbase Compacted/Tested

Pour Description: Subbase ElevationLocation: Alignment Correct

Spec. Reference: TOF ElevationDrwg. Reference: Elevation Changes

Weather: Cloudy Fair Sunny Rain Snow Windy Blockouts AccurateTemperature (°F): Rising Falling Steady Plumbing / Mechanical

Concrete Supplier: Electrical Rough-inReinforcement - Elevation

Mix Design #Design

Strength Use Reinforcement - Clearance PSI Anchor Bolts Installed PSI Embeds / Sleeves Installed PSI Waterstop / Keyway PSI Concrete Testing PSI

Concrete Quantity (CY) Slabs:Estimated: Actual: Subbase Compacted/Tested

Concrete Pumped? YES NO Subbase(Formed Bot.) Elev.

INSTALLATION VERIFICATION Vapor Barrier InstalledWalls: Initial Date Forms / BracingAlignment Correct TOS ElevationWall Forms/Bracing Grade, Slope, PitchTOW Elevation Expansion/Construction JtsExpansion/Construction Jts Blockouts AccurateElevation Changes Chamfer / AccentBrick Ledge - Location Plumbing / MechanicalBrick Ledge - Elevation Electrical Rough-inBrick Ledge - Depth Reinforcement - Slip DowelsBlockouts Accurate Reinforcement & ElevationChamfer / Accent Reinforcement - ClearanceWaterstop / Keyway Primer / Waterstop Reinforcement - Clearance Deck Free of DebrisEmbeds / Sleeves Installed Concrete TestingPlumbing / Mechanical Finishing (_____________)Electrical Rough-in Curing (_______________)Walls Plumb / Straight Protection of SlabAnchor Bolts Installed Saw Joints (Depth/Location)Concrete Testing Approval for Concrete Placement:

Signature / Company Date

Comments:

DOC. NO:QC - 03 01 02

PAGE1 of 1

Date of Report Report #

Area Description

Drawing Reference Spec. Reference

Item Initials Date Initials DateFlashings Clean & UndamagedSubstrate(s) AcceptableWeeps & Air Gaps CleanExposed Surfaces Clean/Free of SplatterAir Barriers/InsulationOpening Sizes/LocationsCorrect Materials at TransitionsPlumb & SquareLevel LinesExpansionsCaulking and Joint ToolingAnchors/Fasteners 100% CompleteWater Repellent Treatments Applied(As Applicable)Fillers/ Bond BreaksPlumbingMechanicalElectrical

INSTALLATION ACTIVITIESPrime Contractor Shiel Sexton

SHIEL SEXTON: DATE:

SHIEL SEXTON


PLANT-PRECAST STRUCTURAL CONCRETE PLANKS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:

SHIEL SEXTON


DOC. NO: QC 04 00 01

PAGE: 1 of 2

PROCEDURE: MASONRY INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for masonry installation. This procedure does not include the submittal requirements.


• Prime Contractor shall verify that materials being used are in compliance with the specifications and

submittals.








• Shiel Sexton and the Prime Contractor shall visually inspect the bearing surfaces to receive CMU to confirm surfaces and placement & embedment of dowels conforms to the specifications. The responsible Prime Contractor shall immediately repair defective work.


• The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring a Testing Agency inspection.

• Shiel Sexton shall schedule the Testing Agency. • Testing shall be per specifications. • Shiel Sexton shall witness the installation of the flashing, ties, anchors, reinforcements, insulation,

weep holes, drain meshes, mortar mixes, daily wall protection coverings, bond patterns, protection of grout splatter, grouting operations, and other masonry related work items required by the drawings and specifications.

• The Prime Contractor and Shiel Sexton shall verify the walls are installed plumb, level and square. • Shiel Sexton shall witness expansion and construction joints for compliance of location, size and

specified spacing prior to grouting of any masonry units. • HOLD POINT - The Prime Contractor shall initiate and complete sign-off of the Masonry

Completion Report prior to topping out a wall, wall section or enclosure. • HOLD POINT - The Prime Contractor shall be responsible for obtaining initials from other affected

Prime Contractors. All applicable Prime Contractors shall review each wall prior to closure.

SHIEL SEXTON


DOC. NO: QC 04 00 01

PAGE: 2 of 2

PROCEDURE: MASONRY INSTALLATION Rev. 0 2/14/2008


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Masonry Completion Report.



• The Prime Contractor shall be responsible for submitting each fully executed Masonry Completion Report, with all grout delivery tickets, to Shiel Sexton on a daily basis.



SHIEL SEXTON


DOC. NO: QC 04 00 02

PAGE: 1 of 2

PROCEDURE: LIMESTONE CLADDING INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for limestone cladding installation. This procedure does not include the submittal requirements.



submittals. • Shiel Sexton shall witness stored materials to verify they are stored in controlled environments as

required by the specifications.








• HOLD POINT - Shiel Sexton and the Prime Contractor shall visually inspect the bearing surfaces to receive limestone cladding for compliance with requirements for installation tolerances and other conditions affecting performance.

• The Prime Contractor shall provide sample materials for testing by the Testing Agency in accordance with the specifications.

• Testing shall be per specifications. • The Prime Contractor shall initiate and complete the sealant adhesion and compatibility testing in

accordance with the specifications.


SHIEL SEXTON


DOC. NO: QC 04 00 02

PAGE: 2 of 2

PROCEDURE: LIMESTONE CLADDING INSTALLATION Rev. 0 2/14/2008

• HOLD POINT – Prior to starting installation, Prime Contractor shall initiate sign-offs and verify all

substrate activities are complete. • HOLD POINT – At completion of each area, Prime Contractor shall initiate sign-offs for the

installation of the flashing, ties, anchors, reinforcements, insulation, weep holes, drain meshes, mortar mixes, daily wall protection coverings, bond patterns, protection of mortar splatter, mortar operations, and other limestone cladding related work items required by the drawings and specifications.

• Shiel Sexton shall witness the stone is kept wet or thoroughly drenched with clean water prior to setting.

• The Prime Contractor shall verify the cladding is installed plumb, level and square. 1.06 Non-Conformance Activities

• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Limestone cladding Prime Contractor’s daily report.



• The Prime Contractor shall be responsible for submitting daily reports to Shiel Sexton on a daily basis.


SHIEL SEXTON


DOC. NO: QC 04 00 03

PAGE: 1 of 2

PROCEDURE: DIMENSION STONE TRIM INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for dimension stone trim installation. This procedure does not include the submittal requirements.



submittals. • Shiel Sexton shall witness stored materials to very they are stored in controlled environments as

required by the specifications.








• HOLD POINT - Shiel Sexton and the Prime Contractor shall visually inspect the bearing surfaces to receive dimension stone trim for compliance with requirements for installation tolerances and other conditions affecting performance.

• The Prime Contractor shall visually inspect the finished stone units at the fabrication plant per the specifications.

• Testing shall be per specifications. • The Prime Contractor shall provide sample materials for testing by the Testing Agency in accordance

with the specifications. • HOLD POINT - The Prime Contractor shall initiate and complete the sealant adhesion and

compatibility testing in accordance with the specifications.

SHIEL SEXTON


DOC. NO: QC 04 00 03

PAGE: 2 of 2

PROCEDURE: DIMENSION STONE TRIM INSTALLATION Rev. 0 2/14/2008


• HOLD POINT - Shiel Sexton shall witness the installation of the flashing, ties, anchors, reinforcements, insulation, weep holes, drain meshes, mortar mixes, daily wall protection coverings, bond patterns, protection of mortar splatter, mortar operations, and other dimension stone trim related work items required by the drawings and specifications.

• Shiel Sexton shall witness the stone is kept wet or thoroughly drenched with clean water prior to setting.

• HOLD POINT - The Prime Contractor and Shiel Sexton shall verify the dimension stone is installed plumb, level and square.

• The Prime Contractor shall protect the dimension stone during installation as detailed in the specifications.

• The Prime Contractor shall keep the dimension stone clean during installation as detailed in the specifications.

1.06 Procedure – Post-installation

• The Prime Contractor shall remove and replace or repair defective dimension stone as detailed in the specifications.

• HOLD POINT - The Prime Contractor shall clean the dimension stone after completion of pointing as detailed in the specifications. After cleaning, Prime Contractor shall initiate sign-off.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Dimension stone trim Prime Contractor’s daily report.





SHIEL SEXTON


DOC. NO: QC 04 00 04

PAGE: 1 of 2

PROCEDURE: CAST STONE INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for cast stone installation. This procedure does not include the submittal requirements.



submittals. • Shiel Sexton shall witness and verify materials are stored in controlled environments as required by

the specifications.








• HOLD POINT - The Prime Contractor shall examine substrates and conditions for installation of the cast stone.

• The Prime Contractor shall notify Shiel Sexton in writing immediately upon finding unsatisfactory conditions. The responsible Prime Contractor shall immediately correct the unsatisfactory conditions.

• HOLD POINT - The Prime Contractor shall initiate and complete the sealant adhesion and compatibility testing in accordance with the specifications.

• The Prime Contractor shall initiate and complete field testing of sealants per the specifications. • The Prime Contractor shall employ and initiate cast stone testing as detailed in the specifications.

SHIEL SEXTON


DOC. NO: QC 04 00 04

PAGE: 2 of 2

PROCEDURE: CAST STONE INSTALLATION Rev. 0 2/14/2008


• HOLD POINT - Shiel Sexton shall witness the installation of the flashing, ties, anchors, reinforcements, insulation, weep holes, drain meshes, mortar mixes, daily wall protection coverings, bond patterns, protection of mortar splatter, mortar operations, and other cast stone related work items required by the drawings and specifications.

• Shiel Sexton shall witness the cast stone is drenched just prior to setting. • HOLD POINT - The Prime Contractor and Shiel Sexton shall verify the walls are installed plumb,

level and square. • The Prime Contractor shall protect the cast stone during installation as detailed in the specifications. • The Prime Contractor shall keep the cast stone clean during installation as detailed in the

specifications. 1.06 Procedure – Post -installation

• The Prime Contractor shall remove and replace or repair defective cast stone as detailed in the specifications.

• HOLD POINT - The Prime Contractor shall clean the cast stone after completion of pointing as detailed in the specifications. After cleaning, Prime Contractor Shall initiate sign-off.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Cast stone Prime Contractor’s daily report.





DOC. NO:QC - 04 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateFlashings Clean & UndamagedSubstrate(s) AcceptableWeeps & Air Gaps CleanExposed Surfaces CleanAir Barriers/InsulationOpening Sizes/Locations

Correct Materials at TransitionsPlumb & SquareLevel LinesExpansionsJoint ToolingFillers/ Bond BreaksPlumbingMechanicalElectrical


SHIEL SEXTON: DATE:

SHIEL SEXTON


MASONRY FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:

DOC. NO:QC - 04 01 02

PAGE1 of 1


Area Description


Item Initials Date Initials DateAir & Vapor Barrier CompleteFlashing Termination Bar CompleteFlashings w/ Drip Edge CompleteMembrane Flashings CompleteRigid Insulation Complete

Cavity Drainage & Air Space CompleteStone within Fabrication TolerencesStone UndamagedCell Vent Weeps CompleteVeneer & Dowel Anchor SpacingShelf Angles & Support Steel CompleteDampproofing CompleteMortor Uniform w/ Droppings RemovedControl Joints w/ Backer Rod & SealantBond Pattern CorrectFinish Correct (Chat Sawn, Smooth, etc.)Final Cleaning (no stains) Complete

LIMESTONE CLADDING, DIMENSION STONE TRIM & CAST STONE FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:


SHIEL SEXTON: DATE:

SHIEL SEXTON


SHIEL SEXTON


DOC. NO: QC 05 00 01

PAGE: 1 of 2

PROCEDURE: STRUCTURAL STEEL ERECTION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for structural steel erection. This plan does not include the submittal requirements.


• Prime Contractor shall verify that the structural steel materials being used are in compliance with the

specifications and submittals.





1.04 Procedure – Pre-erection



• HOLD POINT - The Prime Contractor shall verify all field dimensions, anchor bolt layouts and elevations of bearing surfaces through the employ of a registered professional engineer as detailed in the specifications.

• The Prime Contractor shall immediately upon discovery and prior to starting erection notify Shiel Sexton in writing of unsatisfactory conditions. Unsatisfactory conditions shall be corrected by the responsible Prime Contractor.

1.05 Procedure – Erection

• Shiel Sexton shall witness the layout, erection, alignment and bolted/welded connections. • The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring a Testing

Agency inspection. • Shiel Sexton shall schedule the Testing Agency. • Testing shall be per specifications.

SHIEL SEXTON


DOC. NO: QC 05 00 01

PAGE: 2 of 2

PROCEDURE: STRUCTURAL STEEL ERECTION Rev. 0 2/14/2008

1.06 Procedure – Prior to Detailing

• HOLD POINT - The elevation and plumbness of all columns and the elevation of at least 10% of all beams shall be verified.

• The Prime Contractor shall notify Shiel Sexton when an area of the structure is ready for alignment check.

• HOLD POINT – Prime Contractor and Shiel Sexton shall perform alignment inspections as necessary and initial sign-off on each Alignment Report. Additional forms shall be completed as necessary to document all points checked.

1.07 Procedure - Final Acceptance

• The Prime Contractor shall notify Shiel Sexton when an area of the structure, including all detailing, is ready for final inspection.

• HOLD POINT - All parties involved shall initial sign-off on each Acceptance Report. • Non-conformance items discovered during the alignment checks must be re-inspected and signed off

by Shiel Sexton.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented on the appropriate Report.

• All remedial action must be re-worked, re-inspected and signed off by the Prime Contractor and Shiel Sexton prior to proceeding.


• The Prime Contractor shall be responsible for submitting each fully executed Alignment Report and Final Acceptance Report to Shiel Sexton on a daily basis.



SHIEL SEXTON


DOC. NO: QC 05 00 02

PAGE: 1 of 2

PROCEDURE: STEEL DECK INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for steel deck installation. This plan does not include the submittal requirements.


• Prime Contractor shall verify that the steel deck materials being used are in compliance with the

specifications and submittals.








• The Prime Contractor shall verify all field dimensions, supporting elements and other field conditions affecting the installation of the metal decking prior to the start of installation.

• The Prime Contractor shall immediately upon discovery and prior to starting installation notify Shiel Sexton in writing of unsatisfactory conditions. Unsatisfactory conditions shall be corrected by the responsible Prime Contractor.


• Shiel Sexton shall witness the layout, installation, lapping and welded/screwed connections of the

steel deck. • The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring a Testing

Agency inspection. • Shiel Sexton shall schedule the Testing Agency. • Testing shall be per specifications.

SHIEL SEXTON


DOC. NO: QC 05 00 02

PAGE: 2 of 2

PROCEDURE: STEEL DECK INSTALLATION Rev. 0 2/14/2008


• The Prime Contractor shall repair all galvanized coatings on both sides of the deck surface where damaged.

1.07 Procedure - Final Acceptance

• The Prime Contractor shall initiate the steel deck final inspection report and notify Shiel Sexton when an area is complete for final walkthrough.

• HOLD POINT - All parties involved shall initial sign-off on each Acceptance Report. • Non-conformance items discovered during the final acceptance must be re-inspected and signed off

by Shiel Sexton. 1.08 Non-Conformance Activities




• The Prime Contractor shall be responsible for submitting each fully executed Final Acceptance Report to Shiel Sexton on a daily basis.



SHIEL SEXTON


DOC. NO: QC 05 00 03

PAGE: 1 of 2

PROCEDURE: MISCELLANEOUS STEEL INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for metal fabrications installation. This plan does not include the submittal requirements.


• Prime Contractor shall verify that the metal fabrications materials being used are in compliance with

the specifications and submittals.





1.04 Procedure – Coordination

• The Prime Contractor shall coordinate the installation of and provide setting/installation drawings for

all anchors, sleeves, inserts, bolts and etc that are to be embedded into concrete, masonry or precast concrete panels.

1.05 Procedure – Pre-fabrication



• The Prime Contractor shall verify all field dimensions, supporting elements and other field conditions affecting the installation of the metal fabrications prior to the start of installation.

• The Prime Contractor shall immediately upon discovery and prior to starting installation notify Shiel Sexton in writing of unsatisfactory conditions. Unsatisfactory conditions shall be corrected by the responsible Prime Contractor.


• Shiel Sexton shall witness the layout and installation of the metal fabrications.

SHIEL SEXTON


DOC. NO: QC 05 00 03

PAGE: 2 of 2

PROCEDURE: MISCELLANEOUS STEEL INSTALLATION Rev. 0 2/14/2008


• The Prime Contractor shall repair all galvanized coating and painting upon completion. • HOLD POINT - The Prime Contractor shall notify Shiel Sexton when installation and touch-up is

complete for final acceptance of the work. 1.08 Non-Conformance Activities




• The Prime Contractor shall be responsible for submitting daily reports to Shiel Sexton. • The Prime Contractor shall compile all documentation for insertion into the final turnover package.

SHIEL SEXTON


DOC. NO: QC 05 00 04

PAGE: 1 of 2

PROCEDURE: METAL FABRICATIONS INSTALLATION Rev. 0 08/08/08


the project plans, specifications, commissioning plan, and turnover plan for metal fabrications installation. This plan does not include the submittal requirements.


• Shiel Sexton shall verify that the metal fabrications materials being used by the Prime Contractor are

in compliance with the specifications and submittals.

1.03 Procedure – Coordination • The Prime Contractor shall coordinate the installation of and provide setting/installation drawings for


1.04 Procedure – Pre-fabrication

• The Prime Contractor shall verify all field dimensions, supporting elements and other field conditions

affecting the installation of the metal fabrications prior to the start of installation. • The Prime Contractor shall immediately upon discovery and prior to starting installation notify Shiel

Sexton in writing of unsatisfactory conditions. Unsatisfactory conditions shall be corrected by the responsible Prime Contractor.


• Shiel Sexton shall witness the layout and installation of the metal fabrications.


• The Prime Contractor shall repair all galvanized coating and painting upon completion. • The Prime Contractor shall notify Shiel Sexton when installation and touch-up is complete for final

acceptance of the work. 1.07 Inspection Points

• Shiel Sexton shall have a “hold” point prior to installation. • Shiel Sexton shall have “witness” points throughout the installation and detailing process as required

to insure the work is performed according to plans and specifications and document the installation with photographs.

SHIEL SEXTON


DOC. NO: QC 05 00 04

PAGE: 2 of 2

PROCEDURE: METAL FABRICATIONS INSTALLATION Rev. 0 08/08/08






DOC. NO:QC - 05 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateAnchor Bolts Columns Beams Bolting (non-HS)High - Strength Bolting

WeldingTouch - up PaintingDecking Head Welding StudsMisc. Steel

ARCH/ENGINEER:

SHIEL SEXTON


Shiel SextonPrime ContractorINSTALLATION ACTIVITIES

STRUCTURAL STEEL FINAL ACCEPTANCE REPORT

PRIME CONTRACTOR:

REMARKSDATE:

DATE:

SHIEL SEXTON: DATE:

DOC. NO:QC - 05 01 02

PAGE1 of 1


Area Description


Item Initials Date Initials DateLayoutBridgingBearing PlatesOpening SupportsHigh - Strength Bolting

WeldingTouch - up PaintingMisc. Steel

SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

STEEL JOISTS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DOC. NO:QC - 05 01 03

PAGE1 of 1


Area Description


Item Initials Date Initials DateLayoutSpanSide / End LapsClosure StripsPour Stops

Shear Connectors Sump Pans WeldsTouchup Paint


SHIEL SEXTON: DATE:

SHIEL SEXTON


STEEL DECK FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:

DOC. NO:QC - 05 01 04

PAGE1 of 1


Area Description


Item Initials Date Initials DateFasteners/Anchors CompleteBearing Plate AdequateWelds Ground SmoothWeld Splatter RemovedBlemishes Repaired

Primer Touch-upPlumb/Square/Level/AlignedToe Boards CompleteRail Height & Spacing CorrectClosure Strips CompleteTransitions SmoothGrouting Complete

SHIEL SEXTON


MISCELLANEOUS STEEL FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:


SHIEL SEXTON: DATE:

SHIEL SEXTON


DOC. NO: QC-06 00 01

PAGE: 1 of 2

PROCEDURE: ARCHITECTURAL WOODWORK Rev. 0 07/26/2008


the project plans, specifications, commissioning plan, and turnover plan for architectural woodwork installation. This procedure does not include the submittal requirements.


• Prime Contractor shall provide a storage area for the architectural woodwork materials. Shiel Sexton

shall routinely inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different architectural woodwork materials and colors.

• Shiel Sexton and the Prime Contractor shall examine the architectural woodwork substrate for defects or inconsistencies that will affect the architectural woodwork installation.

• The Prime Contractor shall move all architectural woodwork materials into the installation area at least 48 hours prior to the installation for acclimation.

• The Prime Contractor shall take field measurements to ensure all pieces are fabricated to fit the actual field conditions.

• The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the architectural woodwork materials.


• Shiel Sexton shall witness the installation of the architectural woodwork materials. • Shiel Sexton shall provide alternate routes through the building to keep traffic in the area of

installation to a minimum. • Shiel Sexton shall review the hold points as required.

1.05 Procedure – Post -installation

• Prime Contractor shall provide protection for the new architectural woodwork surfaces during construction and shall remove this protection when directed by Shiel Sexton.


• Shiel Sexton shall have a “hold” point prior to the installation of architectural woodwork. • Shiel Sexton shall have “witness” points throughout the architectural woodwork materials installation

as required to insure the work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC-06 00 01

PAGE: 2 of 2

PROCEDURE: ARCHITECTURAL WOODWORK Rev. 0 07/26/2008


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented on a Non-conformance report.



• The Prime Contractor shall submit work reports to Shiel Sexton on a daily basis. • Shiel Sexton and the Prime Contractor shall compile all documentation for insertion into the final

turnover package and incorporation into the Project Database.

SHIEL SEXTON


DOC. NO: QC 07 00 01

PAGE: 1 of 2

PROCEDURE: SHEET WATERPROOFING APPLICATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for Sheet Waterproofing applications. This procedure does not include the submittal requirements.


• Prime Contractor shall verify that the Sheet Waterproofing materials being used are in compliance

with the specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify dry items are being

protected and that the temperature is within the specified range. 1.03 Inspection Points




1.04 Procedure – Pre-application



• HOLD POINT - The Prime Contractor shall examine the substrate to confirm the sub-surface is clean and dry, and free of oil, grease, dirt, form-release agents, curing compounds or other foreign substances capable of causing an unsatisfactory bond.

• HOLD POINT - Shiel Sexton and the Prime Contractor shall examine the substrate to confirm that all fins and other projections have been removed and that all honeycombs, holes, joints or cracks have been filled.


1.05 Procedure – Sheet Waterproofing Application

• The Prime Contractor shall initiate the Waterproofing Acceptance Report and notify Shiel Sexton prior to commencement of primer application.

• HOLD POINT - All applicable Prime Contractors shall review each area prior to application. The Prime Contractor shall be responsible for obtaining initials from other affected Prime Contractors.

• “N/A” shall be written and initialed by the Prime Contractor, if there is no coordination required by the other Prime Contractors.

SHIEL SEXTON


DOC. NO: QC 07 00 01

PAGE: 2 of 2

PROCEDURE: SHEET WATERPROOFING APPLICATION Rev. 0 2/14/2008

1.06 Procedure – Post-application

• The Prime Contractor shall notify Shiel Sexton when an area of sheet waterproofing is complete and ready for testing.

• HOLD POINT - The Prime Contractor shall initiate and complete flood testing as detailed in the specifications.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Waterproofing Acceptance Report.



• The Prime Contractor shall be responsible for submitting each fully executed Waterproofing Acceptance Report to Shiel Sexton on a daily basis.


SHIEL SEXTON


DOC. NO: QC 07 00 02

PAGE: 1 of 2

PROCEDURE: ROOFING INSTALLATION Rev. 0 2/14/08


the project plans, specifications, commissioning plan, and turnover plan for roof applications. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the roofing materials being used are in compliance with the

specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being






• The Prime Contractor shall coordinate the installation of the roof with other Prime Contractors as

detailed in the specifications.



• The Prime Contractor shall initiate and complete the pre-construction meeting per the specifications. • HOLD POINT - The Prime Contractor and Shiel Sexton shall examine the substrate to confirm the

sub-surface is satisfactory for installation per the specifications and manufacturers recommendation. • The Prime Contractor shall notify Shiel Sexton in writing immediately upon finding unsatisfactory

conditions. The responsible Prime Contractor shall immediately correct the unsatisfactory conditions. • The Prime Contractor shall protect the existing substrates during the course of their work.

1.06 Procedure – Roof Installation

• The Prime Contractor shall initiate and complete the Roof Acceptance Form. • The Prime Contractor and Shiel Sexton shall verify the growth media is adequately wet for planting

as detailed in the project specifications.

SHIEL SEXTON


DOC. NO: QC 07 00 02

PAGE: 2 of 2

PROCEDURE: ROOFING INSTALLATION Rev. 0 2/14/08


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in the Roof Acceptance Report.



• The Prime Contractor shall be responsible for submitting completed Roof Acceptance Reports to Shiel Sexton on a daily basis.


SHIEL SEXTON


DOC. NO: QC 07 00 03

PAGE: 1 of 2

PROCEDURE: METAL WALL PANELS INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for metal wall panel installation. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the metal wall panels and associated materials being used are in

compliance with the specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being






• The Prime Contractor shall coordinate the installation of the metal wall panels with other Prime

Contractors as detailed in the specifications. 1.05 Procedure – Fabrication


• The Prime Contractor shall field measure the as-built location of structural members and all wall openings prior to installation.

SHIEL SEXTON


DOC. NO: QC 07 00 03

PAGE: 2 of 2

PROCEDURE: METAL WALL PANELS INSTALLATION Rev. 0 2/14/2008


• HOLD POINT - Shiel Sexton and the Prime Contractor shall examine substrates, areas, and conditions for compliance with requirements for installation tolerances, metal wall panel supports, and other conditions affecting performance of work.

• HOLD POINT - The Prime Contractor shall examine rough-in for components and systems penetrating metal wall panels to verify actual locations of penetrations relative to seam locations of metal wall panels before metal wall panel installation with the Prime Contractor responsible for the item penetrating the metal wall panels.

• The responsible Prime Contractor must fix unsatisfactory conditions prior to placement of the metal wall panels.

• The Prime Contractor shall confirm the surface burning characteristics are in compliance with the specifications.


• Shiel Sexton shall witness the installation of the clips, hangers, bearing pads and other accessories required by the Contract Documents.

• HOLD POINT - Shiel Sexton and the Prime Contractor shall verify the metal wall panels are installed plumb, level and square with uniform joint widths.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in writing to Shiel Sexton.




SHIEL SEXTON


DOC. NO: QC 07 00 04

PAGE: 1 of 2

PROCEDURE: SPRAYED FIRE RESISTIVE MATERIALS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for sprayed fire-resistive materials. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the sprayed fire-resistive materials being used are in compliance with

the specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being






• The Prime Contractor shall coordinate the installation of the Sprayed fire-resistive materials with

other Prime Contractors as detailed in the specifications.



• The Prime Contractor shall examine the substrate per the specifications and manufacturers recommendation.


• HOLD POINT - The Prime Contractor shall complete substrate testing as detailed in the specifications and provide documentation to Shiel Sexton prior to installation.

• HOLD POINT - The Prime Contractor shall complete the sprayed fire-resistive materials testing as detailed in the specifications and provide documentation to Shiel Sexton prior to installation.

• HOLD POINT - The Prime Contractor shall complete the compatibility and adhesion testing as detailed in the specifications and provide documentation to Shiel Sexton prior to installation.

SHIEL SEXTON


DOC. NO: QC 07 00 04

PAGE: 2 of 2

PROCEDURE: SPRAYED FIRE RESISTIVE MATERIALS Rev. 0 2/14/2008


• The Prime Contractor shall prepare the substrate in accordance with the specifications. • The Prime Contractor shall protect adjacent work. • Testing shall be per specifications.





• The Prime Contractor shall turn over field testing reports daily to Shiel Sexton. • The Prime Contractor shall compile all documentation for insertion into the final turnover package.

DOC. NO:QC - 07 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateSubstrate Clean, Dry & free of oilConcrete fins/projections/honeycombsremovedCracks cleaned and filledTreat inside/outside cornersPenetrations/sleeves installed

Approved for Installation Openings Covered & Marked Fall Protection System in placeArea drains in place (if applicable)

Item Initials Date Initials DateCorrect Primer installedEdges sealedExpansion/Construction joints correctProper lappingInsulationProtection courseAccessoriesFlashingSealant / Caulking

SHEET WATERPROOFING FINAL ACCEPTANCE REPORT

Shiel SextonPrime Contractor

ARCH/ENGINEER:

PRIME CONTRACTOR:REMARKS

DATE:

PRE-INSTALLATION ACTIVITIES

SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

DOC. NO:QC - 07 01 02

PAGE1 of 1


Area Description


Item Initials Date Initials DateSubstrate Clean & Dry Roof Openings CurbsPenetrations

Deck Fasteners Spacing & LocationsApproved for Installation Openings Covered & Marked Fall Protection System in PlaceRoof/Scupper/Overflow/Area Drains Cleaned/Sharp Projections RemovedCuring Compound/Roof Adhesive CompatibleCompleted Capillary Moisture Test

Item Initials Date Initials Date

UnderlaymentFlashing and StrippingSealant Nailer stripsImitation Slate ShinglesSlate ShinglesRidge ShinglesClay Roof TilesAccessoriesSnow guardsInsulationSBS - Modified Bituminous MembraneWalkway StonesRoof/Scupper/Overflow/Area Drains Positive DrainageNo Bird BathsVapor RetarderAdhered Roofing MembraneBase FlashingProtective PaversSubstrate BoardPlaza Deck Paver

SHIEL SEXTON


ROOFING FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:


DATE:


SHIEL SEXTON: DATE:

DOC. NO:QC - 07 01 03

PAGE1 of 1


Area Description


Item Initials Date Initials DateSubstrate Clean, Dry & free of oilRough-ins of components correctPenetrations relative to seams correctFraming correct

Approved for Installation Fall Protection System in place

Item Initials Date Initials DateCorrect Primer installedEdges sealedExpansion/Construction joints correctProper lappingInsulationWeatherproof escutcheons in placeAccessoriesFlashingSealant / Caulking Final product clean

SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

METAL WALL PANELS FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:


DOC. NO:QC - 07 01 04

PAGE1 of 1


Area Description


Item Initials Date Initials DateSubstrate Clean, Dry & free of oil

Compatible adhesive with primers & coatings

Penetrations relative to seams correctFall Protection System in place

Item Initials Date Initials DateCorrect thicknessSurrounding components cleanEvenly coated

SPRAYED FIRE RESISTIVE MATERIALS FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:


SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

SHIEL SEXTON


DOC. NO: QC 08 00 01

PAGE: 1 of 2

PROCEDURE: ALUMINUM FRAMED ENTRANCES, WINDOWS & STOREFRONTS INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for aluminum-framed entrances, windows and storefronts. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the aluminum-framed entrances, windows and storefronts being used

are in compliance with the specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being






• The Prime Contractor shall coordinate the installation of the Aluminum-framed entrances and

storefronts with other Prime Contractors as detailed in the specifications.



• The Prime Contractor shall examine the substrate per the specifications and manufacturers recommendation.



• The Prime Contractor shall prepare the substrate in accordance with the specifications. • HOLD POINT – Prime Contractor shall complete and thoroughly seal and initiate sign-off for each

opening.

SHIEL SEXTON


DOC. NO: QC 08 00 01

PAGE: 2 of 2

PROCEDURE: ALUMINUM FRAMED ENTRANCES, WINDOWS & STOREFRONTS INSTALLATION Rev. 0 2/14/2008


• The Prime Contractor shall adjust doors to open and close freely. • HOLD POINT – Prime Contractor shall initiate sign-off after final installation of glass, glazing and

caulking sealants.






SHIEL SEXTON


DOC. NO: QC 08 00 02

PAGE: 1 of 2

PROCEDURE: METAL FRAMED SKYLIGHTS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for metal framed skylights. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the metal framed skylights being used are in compliance with the

specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being






• The Prime Contractor shall coordinate the installation of the Metal framed skylights with other Prime

Contractors as detailed in the specifications. • The Prime Contractor shall coordinate the installation of and provide setting/installation drawings for





• The Prime Contractor shall field verify all dimensions prior to installation as detailed in the specifications.

• HOLD POINT - The Prime Contractor shall examine the substrate per the specifications and manufacturers recommendation.


SHIEL SEXTON


DOC. NO: QC 08 00 02

PAGE: 2 of 2

PROCEDURE: METAL FRAMED SKYLIGHTS Rev. 0 2/14/2008


• Shiel Sexton shall witness installation of the metal framed skylights. 1.07 Procedure – Post-installation

• HOLD POINT - The Prime Contractor shall employ an independent testing agency and complete the water spray test as detailed in the specifications and provide documentation to Shiel Sexton.





• The Prime Contractor shall provide copies of field test reports daily to Shiel Sexton. • The Prime Contractor shall compile all documentation for insertion into the final turnover package.

DOC. NO:QC - 08 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateOpening cleanComponents correct and undamagedSealantsWeep holes and drainageReveals and spacing uniform

AnchorageHardware correctElectricalFinishes correctControls correctPlumb and levelFinal product clean

ALUMINUM FRAMED ENTRANCES, WINDOWS & STOREFRONTS FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:

INSTALLATION ACTIVITIES

SHIEL SEXTON


DATE:

SHIEL SEXTON: DATE:

DOC. NO:QC - 08 01 02

PAGE1 of 1


Area Description


Item Initials Date Initials DateFasteners/Anchors CompleteBearing Plate AdequateWelds Ground SmoothWeld Splatter RemovedBlemishes Repaired

Primer Touch-upPlumb/Square/Level/AlignedTransitions SmoothGrouting Complete

Shiel Sexton

SHIEL SEXTON: DATE:

SHIEL SEXTON


METAL FRAMED SKYLIGHTS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKSDATE:

DATE:

INSTALLATION ACTIVITIESPrime Contractor

DOC. NO:QC - 08 01 03

PAGE1 of 1


Area Description


Item Initials Date Initials DateFraming - size and gaugeMechanicalElectricalPlumbing

FirestoppingCaulkingAccousticalAccess doorsAir/vapor barriersInsulationWood blockingClean and free of debrisFasteners, ties or bracingsTesting of grid anchor pointsApproved for close-up

INTERIOR WALL & CEILING CLOSURE FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:

PRIOR TO CLOSURE ACTIVITIES

SHIEL SEXTON


DATE:

SHIEL SEXTON: DATE:

SHIEL SEXTON


DOC. NO: QC 09 00 01

PAGE: 1 of 2

PROCEDURE: PORTLAND CEMENT PLASTER STUCCO Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for portland cement plaster stucco. This procedure does not include the submittal requirements.


• Prime Contractor shall verify the portland cement plaster stucco materials being used are in

compliance with the specifications and submittals. • Shiel Sexton shall routinely inspect the Prime Contractor’s storage area to verify materials are being








• The Prime Contractor shall examine the existing conditions per the specifications and manufacturers recommendation.



• The Prime Contractor shall prepare the site for stucco as detailed in the specifications. • Shiel Sexton shall witness installation of the portland cement plaster stucco. • HOLD POINT - Prime Contractor shall review substrate with Shiel Sexton.




SHIEL SEXTON


DOC. NO: QC 09 00 01

PAGE: 2 of 2

PROCEDURE: PORTLAND CEMENT PLASTER STUCCO Rev. 0 2/14/2008



SHIEL SEXTON


DOC. NO: QC- 09 00 02

PAGE: 1 of 2

PROCEDURE: PAINT INSTALLATION Rev. 0 07/26/2008


the project plans, specifications, commissioning plan, and turnover plan for paint installation. This procedure does not include the submittal requirements.


• The Prime Contractor shall provide a storage area for the paint materials. Shiel Sexton shall routinely

inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different paint colors. • Shiel Sexton and the Prime Contractor shall examine the wall substrate for defects or inconsistencies

that will affect the paint installation and adhesion. • The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the

resilient flooring. • The Prime Contractor is responsible to verify the paint is compatible with primers on the substrate

material. • Shiel Sexton shall notify the Architect of any potential conflicts for resolution.


• The Prime Contractor is responsible to notify Shiel Sexton if environmental conditions will not permit the application of the paint products based upon the manufacturer’s literature.

• Shiel Sexton shall witness the installation of the paint. • Shiel Sexton shall review the hold points as required.


• The responsible Prime Contractor shall protect the paint from damage as required.


• Shiel Sexton shall have a “hold” point after the substrate is cleaned, tested and ready for paint. • Shiel Sexton shall have “witness” points throughout the paint installation as required to insure the

work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC- 09 00 02

PAGE: 2 of 2

PROCEDURE: PAINT INSTALLATION Rev. 0 07/26/2008







SHIEL SEXTON


DOC. NO: QC-09 00 03

PAGE: 1 of 2

PROCEDURE: CARPET INSTALLATION Rev. 0 07/26/2008


the project plans, specifications, commissioning plan, and turnover plan for carpet installation. This procedure does not include the submittal requirements.


• The Prime Contractor shall provide a storage area for the carpet materials. Shiel Sexton shall

routinely inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different flooring colors. • Shiel Sexton and the Prime Contractor shall examine the flooring substrate for defects or

inconsistencies that will affect the flooring installation. • The Prime Contractor shall move all resilient flooring into the installation area at least 48 hours prior

to the installation for acclimation. • The Prime Contractor shall perform the moisture test in accordance with the Contract Documents. • The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the carpet. • The Prime Contractor and Shiel Sexton are responsible to verify the carpet glue is compatible with

curing compounds used on concrete substrates. 1.04 Procedure – Installation

• Shiel Sexton shall witness the installation of the carpet. • Shiel Sexton shall provide alternate routes through the building to keep traffic in the area of



• The responsible Prime Contractor shall protect the new flooring from damage during construction as required.


• Shiel Sexton shall have a “hold” point after the substrate is cleaned, tested and ready for flooring. • Shiel Sexton shall have “witness” points throughout the carpet installation as required to insure the

work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC-09 00 03

PAGE: 2 of 2

PROCEDURE: CARPET INSTALLATION Rev. 0 07/26/2008







SHIEL SEXTON


DOC. NO: QC-09 00 04

PAGE: 1 of 2

PROCEDURE: FLOORING INSTALLATION Rev. 0 07/26/2008


the project plans, specifications, commissioning plan, and turnover plan for flooring installation. This procedure does not include the submittal requirements.


• Prime Contractor shall provide a storage area for the floorings materials. Shiel Sexton shall routinely

inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different flooring materials and colors.

• Shiel Sexton and the Prime Contractor shall examine the flooring substrate for defects or inconsistencies that will affect the flooring installation.

• The Prime Contractor shall move all flooring materials into the installation area at least 48 hours prior to the installation for acclimation.

• The Prime Contractor shall perform the alkalinity & adhesion test as well as the moisture test in accordance with the Contract Documents.

• The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the flooring materials.


• Shiel Sexton shall witness the installation of the flooring materials. • Shiel Sexton shall provide alternate routes through the building to keep traffic in the area of



• Prime Contractor shall keep the new flooring blocked off from traffic for at least 48 hours after installation.

• The responsible Prime Contractor shall protect the new flooring from damage during construction as required.


• Shiel Sexton shall have a “hold” point after the substrate is cleaned, tested and ready for flooring. • Shiel Sexton shall have “witness” points throughout the flooring materials installation as required to

insure the work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC-09 00 04

PAGE: 2 of 2

PROCEDURE: FLOORING INSTALLATION Rev. 0 07/26/2008







SHIEL SEXTON


DOC. NO: QC-09 00 05

PAGE: 1 of 2

PROCEDURE: WALL COVERING INSTALLATION Rev. 0 08/08/2008


the project plans, specifications, commissioning plan, and turnover plan for wall coverings installation. This procedure does not include the submittal requirements.


• Prime Contractor shall provide a storage area for the wall covering materials. Shiel Sexton shall

routinely inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different wall covering materials and colors.

• Shiel Sexton and the Prime Contractor shall examine the substrate for defects or inconsistencies that will affect the wall covering installation.

• The Prime Contractor shall move all wall covering materials into the installation area as required for acclimation.

• The Prime Contractor shall perform the any substrate tests as required by the manufacturer or in accordance with the Contract Documents.

• The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the all covering.


• Shiel Sexton shall witness the installation of the wall coverings. • Shiel Sexton shall provide alternate routes through the building to keep traffic in the area of



• The responsible Prime Contractor shall protect the new wall coverings from damage during construction as required.


• Shiel Sexton shall have a “hold” point after the substrate is cleaned, tested and ready for wall covering.

• Shiel Sexton shall have “witness” points throughout the wall covering installation as required to insure the work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC-09 00 05

PAGE: 2 of 2

PROCEDURE: WALL COVERING INSTALLATION Rev. 0 08/08/2008







DOC. NO:QC - 09 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateSubstrate Clean, Dry & free of oilRough-ins of components correctPenetrations relative to seams correctFraming correct

Approved for Installation Fall Protection System in place

Item Initials Date Initials DateEdges sealedExpansion/Construction joints correctInsulationAccessoriesSealant / Caulking Final product clean

SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

PORTLAND CEMENT PLASTER STUCCO FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:


SHIEL SEXTON


DOC. NO: QC-10 00 01

PAGE: 1 of 2

PROCEDURE: MISCELLANEOUS SPECIALTIES INSTALLATION Rev. 0 08/08/2008


the project plans, specifications, commissioning plan, and turnover plan for miscellaneous specialties installation. This procedure does not include the submittal requirements.


• Prime Contractor shall provide a storage area for the miscellaneous specialties materials. Shiel

Sexton shall routinely inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• Shiel Sexton and the Prime Contractor shall verify the location of different miscellaneous specialties materials and colors.

• Shiel Sexton and the Prime Contractor shall examine the substrate for defects or inconsistencies that will affect the miscellaneous specialties installation.

• The Prime Contractor shall coordinate shall coordinate the blocking with any other Prime Contractors to ensure a complete installation.

• The responsible Prime Contractor shall fix unsatisfactory conditions prior to installation of the all covering.


• Shiel Sexton shall witness the installation of the miscellaneous specialties. • Shiel Sexton shall review the hold points as required.


• The responsible Prime Contractor shall protect the new miscellaneous specialties from damage during construction as required.


• Shiel Sexton shall have a “hold” point after the substrate is cleaned, tested and ready for miscellaneous specialties.

• Shiel Sexton shall have “witness” points throughout the miscellaneous specialties installation as required to insure the work is being performed according to Contract Documents.

SHIEL SEXTON


DOC. NO: QC-10 00 01

PAGE: 2 of 2

PROCEDURE: MISCELLANEOUS SPECIALTIES INSTALLATION Rev. 0 08/08/2008







SHIEL SEXTON


DOC. NO: QC 11 00 01

PAGE: 1 of 2

PROCEDURE: THEATER AND RELATED EQUIPMENT INSTALLATION Rev. 0 08/08/2008


the project plans, specifications, commissioning plan, and turnover plan for theater and related equipment installation. This plan does not include the submittal requirements.


• The Prime Contractor shall verify that the theater and related equipment being used are in compliance

with the specifications and submittals.

1.03 Procedure – Coordination • The Prime Contractor shall coordinate the installation of and provide setting/installation drawings for


• The Prime Contractor shall review contract drawings and coordinate each aspect as it relates to this scope of work including electrical requirements, maintenance access, cable pass-through locations, and etc.

1.04 Procedure – Pre-Installation

• Prime Contractor shall attach a Verification Form and/or Acceptance Report(s) to the each submittal.

The Design Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor.

• The Prime Contractor shall receive and store the theater and related equipment in a manner that will protect it from weather and construction activity.

• The Prime Contractor shall obtain and provide to Shiel Sexton a copy of all factory tests completed as described in the Contract Documents.

• Shiel Sexton and the Prime Contractor shall review the installation location for the theater and related equipment to verify the mounting location is installed. Deficiencies shall be corrected by the responsible Prime Contractor prior to the theater and related equipment installation.


• The Prime Contractor shall install the theater and related equipment per the Contract Documents and

the manufacturer’s installation instructions. • HOLD POINT - The Prime Contractor shall securely support the theater and related equipment. • HOLD POINT - The Prime Contractor shall check for levelness and orientation.


• HOLD POINT - Shiel Sexton and the Prime Contractor shall review the theater and related equipment

installation for proper clearance in front of all equipment that may need accessed for maintenance.

SHIEL SEXTON


DOC. NO: QC 11 00 01

PAGE: 2 of 2

PROCEDURE: THEATER AND RELATED EQUIPMENT INSTALLATION Rev. 0 08/08/2008

• Shiel Sexton and the Prime Contractor shall verify that all identification tagging is installed per the Contract Documents.

• HOLD POINT - Shiel Sexton, the Owner and Architect/Engineer shall witness and the Prime Contractor shall initiate any required inspection by a factory authorized service representative to inspect, test and adjust components, assemblies and equipment installations, including connections. The service representative shall record their inspection on their own form and provide a copy to the Prime Contractor and Shiel Sexton. All testing described in the Contract Documents shall be completed at this time.

• The Prime Contractor shall repair or replace any components found to be defective during the inspection.






SHIEL SEXTON


DOC. NO: QC 14 00 01

PAGE: 1 of 2

PROCEDURE: ELECTRIC TRACTION ELEVATORS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for electric traction elevators. This plan does not include the product data and shop drawing submittal requirements pertinent to this work scope.


• Prime Contractor shall verify the electric traction elevators being used are in compliance with the

specifications and submittals. • Shiel Sexton shall inspect the Prime Contractor’s storage area to verify materials are being protected

and that the temperature is within the specified range. 1.03 Inspection Points






all anchors, sleeves, inserts, bolts and etc that are to be embedded into concrete, masonry or precast concrete panels as detailed in the specifications.

• The Prime Contractor shall coordination dimensions and locations of other work relating to the electric traction elevators as detailed in the specifications.




• HOLD POINT - Shiel Sexton and the Prime Contractor shall examine the elevator pit and shaft prior to installation as detailed in the specifications. Deficiencies shall be noted in writing by the Prime Contractor to Shiel Sexton and shall be corrected by the responsible Prime Contractor prior to elevator installation.

• Shiel Sexton and the responsible Prime Contractors shall coordinate installation of permanent power and phone service with the installation time of the elevator.

SHIEL SEXTON


DOC. NO: QC 14 00 01

PAGE: 2 of 2

PROCEDURE: ELECTRIC TRACTION ELEVATORS Rev. 0 2/14/2008


• The Prime Contractor shall install the elevator per the Contract Documents and the manufacturer’s installation instructions.

• Shiel Sexton shall witness the installation of the elevator and confirm that all tolerances listed in the Contract Documents are met.



• HOLD POINT - Shiel Sexton, the Owner and Architect/Engineer shall witness and the Prime Contractor shall initiate the acceptance testing of the elevator as described in the Contract Documents. The Prime Contractor shall use the manufacturer’s acceptance testing form.

• The Prime Contractor shall repair or replace any components found to be defective during the acceptance testing.

• The Prime Contractor shall initiate and complete the certification process with the responsible state department to certify the elevator for permanent usage. Shiel Sexton, the Owner and the Architect/Engineer shall witness the state inspection of the elevator.

• The elevator shall not be used for construction purposes unless approved by Shiel Sexton and the Owner. A temporary usage plan shall be put in place by Shiel Sexton and the Prime Contractor in accordance with the Contract Documents.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented on a Non-Conformance Report.



• The Prime Contractor shall submit the completed Acceptance Testing Form and a copy of the state departments completed inspection form and certification letter to Shiel Sexton.


SHIEL SEXTON


DOC. NO: QC 14 00 02

PAGE: 1 of 2

PROCEDURE: HYDRAULIC ELEVATORS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan for hydraulic elevator. This plan does not include the product data and shop drawing submittal requirements pertinent to this work scope.


• Prime Contractor shall verify the hydraulic elevator provided is in compliance with the specifications

and submittals. • Shiel Sexton shall inspect the Prime Contractor’s storage area to verify materials are being protected

and that the temperature is within the specified range. 1.03 Inspection Points






all anchors, sleeves, inserts, bolts and etc that are to be embedded into concrete, masonry or precast concrete panels as detailed in the specifications.

• The Prime Contractor shall coordination dimensions and locations of other work relating to the hydraulic elevator as detailed in the specifications.



• HOLD POINT - Shiel Sexton and the Prime Contractor shall examine the elevator pit and shaft prior to installation as detailed in the specifications. Deficiencies shall be documented in writing by the Prime Contractor to Shiel Sexton and shall be corrected by the responsible Prime Contractor prior to elevator installation.

• Shiel Sexton and the responsible Prime Contractors shall coordinate installation of permanent power and phone service with the installation time of the elevator.

SHIEL SEXTON


DOC. NO: QC 14 00 02

PAGE: 2 of 2

PROCEDURE: HYDRAULIC ELEVATORS Rev. 0 2/14/2008


• The Prime Contractor shall install the cylinder casing plumb and level and in accordance with the Contract Documents.

• The Prime Contractor shall install the elevator per the Contract Documents and the manufacturer’s installation instructions.

• Shiel Sexton shall witness the installation of the elevator and confirm that all tolerances listed in the Contract Documents are met.



• HOLD POINT - Prime Contractor shall initiate the acceptance testing of the elevator as described in the Contract Documents. The Prime Contractor shall use the manufacturer’s acceptance testing form.

• The Prime Contractor shall repair or replace any components found to be defective during the acceptance testing.

• The Prime Contractor shall initiate and complete the certification process with the responsible state department to certify the elevator for permanent usage. Shiel Sexton, the Owner and the Architect/Engineer shall witness the state inspection of the elevator.

• The elevator shall not be used for construction purposes unless approved by Shiel Sexton and the Owner. A temporary usage plan shall be put in place by Shiel Sexton and the Prime Contractor in accordance with the Contract Documents.


• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented on a Non-Conformance Report.



• The Prime Contractor shall submit the completed Acceptance Testing Form and a copy of the state departments completed inspection form and certification letter to Shiel Sexton.


DOC. NO:QC - 14 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DatePit clean and dryElectricalPit ladderHoistway plumb

EmbedsHoistway dimensions correctFall protection in place

Item Initials Date Initials DateCapacity and ratings correctIdentification correctFinishes correctControls correctAccessories correctFinished product cleanCar plumb, level, etc.Knox boxPermits Final product clean

ELEVATOR FINAL ACCEPTANCE REPORT


ARCH/ENGINEER:


DATE:


SHIEL SEXTON


DATE:


SHIEL SEXTON: DATE:

SHIEL SEXTON


DOC. NO: QC-20 00 01

PAGE: 1 of 2

PROCEDURE: PIPING SYSTEMS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan. This plan does not include the product data and shop drawing submittal requirements pertinent to this procedure.


• The Prime Contractor shall coordinate the location of all piping with all other trades/Prime

Contractors that have work in the same vicinity to mitigate conflicts during installation.



• Shiel Sexton shall have “witness” points throughout the process as required to insure the work is being performed according to the pans and specifications and document the installation with photographs. Shiel Sexton shall witness points reviewed on the appropriate completion form.


1.04 Pre-Installation Procedure

• Prime Contractor shall attach the applicable Acceptance Report(s) to each product submittal. The Design Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor prior to submission.


• The Prime Contractor shall layout and install the piping system in accordance with the Contract Documents and per the locations coordinated with other trades.

• Shiel Sexton shall witness the layout and installation of the piping system.


• HOLD POINT - The Prime Contractor shall flush, test and inspect each system/branch of piping according to the requirements of the Contract Documents and record the results on the attached Piping Systems Leak Testing form.

• Shiel Sexton, the Prime Contractor, the Architect/Engineer and the Owner’s Representative shall witness the testing of the plumbing piping systems.

• The Prime Contractor shall install chemical treatment and additives as specified to charge the system and record the results.

• The Prime Contractor shall restore systems to operating conditions and release for final coatings and/or insulation.

SHIEL SEXTON


DOC. NO: QC-20 00 01

PAGE: 2 of 2

PROCEDURE: PIPING SYSTEMS Rev. 0 2/14/2008





• The Prime Contractor shall be responsible for submitting each fully executed Plumbing Piping Leak Testing form to Shiel Sexton as completed.

• The Prime Contractor and Shiel Sexton shall compile all documentation for insertion into the final turnover package and incorporation into the Project Database.

SHIEL SEXTON


DOC. NO: QC 20 00 02

PAGE: 1 of 2

PROCEDURE: MECHANCIAL/PLUMBING/FIRE PROTECTION EQUIPMENT INSTALLATION Rev. 0 2/14/2008

1.01 Purpose The purpose of this procedure is to clarify the quality control activities and deliverables required by the project plans, specifications, and turnover plan. This plan does not include the product data and shop drawing submittal requirements pertinent to this procedure.





1.03 Pre-Installation

• Prime Contractor shall attach the applicable Acceptance Report(s) to each submittal. The Design

Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor prior to submission.

• HOLD POINT - The Prime Contractor shall verify submitted items match design specifications and drawings.

• The Prime Contractor shall coordinate the location of all equipment and connecting utilities with all other trades/Prime Contractors that have work in the same vicinity to mitigate conflicts during installation.

• HOLD POINT - The Prime Contractor shall perform receipt verification using the equipment checklists.

• The Prime Contractor shall receive and store all equipment in a manner that will protect them from weather and construction activity.

• All shipping packaging shall remain intact until installation.

SHIEL SEXTON


DOC. NO: QC 20 00 02

PAGE: 2 of 2


1.04 Installation (document performance of all inspections on the applicable quality control procedure checklists and manufacturer’s recommended forms)

• HOLD POINT - Shiel Sexton and the Prime Contractor shall ensure the foundation and/or

support steel is properly prepared to receive the unit. • The Prime Contractor shall follow the manufacturer’s guidelines for rigging. • The Prime Contractor shall observe any directional or numbering system on equipment

sections in regard to sequence and orientation of the units. • The Prime Contractor shall check for correct elevation and levelness. • The Prime Contractor shall ensure that all internal and external shipping bracing/packaging

is removed upon installation. • The Prime Contractor shall ensure that all seals and/or gaskets are installed. • The Prime Contractor shall securely bolt sections to the foundation. • The Prime Contractor shall securely bolt sections to each other. • Prime Contractor shall verify alignment and lubricate all equipment prior to startup. • HOLD POINT – Prime Contractor shall initiate sign-offs to verify equipment is properly

installed.

1.05 Post-installation

• Shiel Sexton and the Prime Contractor shall review the equipment installation for proper clearance required for maintenance.


• HOLD POINT - Shiel Sexton, the Owner and Architect/Engineer shall witness and the Prime Contractor shall initiate an inspection by a factory authorized service representative to inspect, test and adjust components, assemblies and equipment installations, including connections as required by the specifications. The service representative shall record their inspection on their own form and provide a copy to the Prime Contractor and Shiel Sexton. All testing described in the Contract Documents shall be completed at this time.





SHIEL SEXTON


DOC. NO: QC 20 00 02

PAGE: 3 of 2


1.07 Documentation Delivery

• The Prime Contractor shall submit the Receipt Verification form to Shiel Sexton within 48 hours of delivery receipt.

• The Prime Contractor shall submit the completed Inspection Record to Shiel Sexton within 48 hours of installation completion.

1.08 Items to be covered in other inspection/reports beyond specification, submittal and receipt

verification:

• Diffusers & Grilles – Balance Reports • Dampers – Balance Reports • Fans – Balance Reports • Sound Attenuators – Ductwork System Signoffs • Plate and Frame Heat Exchangers – Piping Systems Signoffs and Balance Reports • Radiant Floor Zone Manifolds – Piping Systems Signoffs • Hot Water Reheat Terminal Units – Ductwork System Signoffs and Balance Reports • Floor Drains – Piping Systems Signoffs • Roof Drains - Piping Systems Signoffs • Backflow Preventors - Piping Systems Signoffs • Water Hammer Arresters – Piping Systems Signoffs • Plumbing Fixtures - Piping Systems Signoffs • Finned Tube Radiant Heaters - Piping Systems Signoffs/Room Punchlist/Balance Reports • Fan Coil Units - Piping Systems Signoffs/Room Punchlist/Balance Reports • Electric Unit Heaters – Room Punchlist/Balance Report • Radiant Panels - Piping Systems Signoffs/Room Punchlist/Balance Reports • HVAC Expansion Tanks - Piping Systems Signoffs/Balance Reports


DOC. NO:QC - 20 01 01


PIPING SYSTEMS FINAL ACCEPTANCE REPORTDate of Report Report #


Test Pressure SystemLength of Test

LINE NO. SIZE DRAWING NO. FROM TO TIMES REMARKS


Item Prime Contractor Shiel SextonInitials Date Initials Date

System InsulatedValve Tags InstalledLabeling CompleteProperly SupportedHeat Tracing InstalledPainted per SpecificationAll Specialties InstalledInstalled at right angles to roomBranch connection from side/bottomDrains at low points



Blinds/Blanks RemovedSystem FlushedSystem ChlorinatedSystem Chemicals InstalledEquipment Connected

REMARKS


DOC. NO:QC - 21 01 01




RISER CLAMPS ON VERTICAL PIPEHOSE CABINETS INSTALLED



FIRE SPRINKLER SYSTEM FINAL ACCEPTANCE REPORT

DATE:

REMARKS


REVIEWED

SYSTEM FLUSHED



SYSTEM RESTORED

CORRECT TYPE OF HEADS INSTALLEDDRY PIPE SYSTEM TESTED

ARCH/ENGINEER:

SIGNAGE ON CABINETSFDC INSTALLED AT CORRECT FDC SIGNAGE INSTALLEDSIAMESE CONNECTION INSTALLEDSIAMESE CONNECTION SIGNAGE

TEST CONNECTION INSTALLEDCHECK VALVES IN WATER SUPPLY

SYSTEM HYDROSTATIC TEST

LABELED PER SPECIFICATIONS

SPRINKLER HEAD CABINET INSTALLED


EXPOSED PIPE PAINTED

SYSTEM PROPERLY SUPPORTED

Prime Contractor Shiel SextonItem

PRESSURE TESTING COMPLETE

SHIELDS TO PROTECT ELEC. EQUIP

DOC. NO:QC - 21 01 02




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

DESIGN CAPACITY (GPM)DESIGN CAPACITY (FT HD)

HPRPMVOLTSPH


Flex Connections on ServicesPump Lubricated

Shiel Sexton

MANUFACTURERMODEL NUMBER

MO

TOR


ARCH/ENGINEER:

Motor Rotation CheckedUnits Supported as SpecifiedVibration Isolation Complete

REVIEWED

System TestedSystem InsulatedUtility Connections Complete


Isolation Valves Installed


FIRE PUMP FINAL ACCEPTANCE REPORT

DATE:

REMARKS


DOC. NO:QC - 22 01 01




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

MAX FLOW (GPM)MIN FLOW (GPM)

HW INLET (IN)CW INLET (IN)TEMPER OUTLET (IN)

EXTERIOR FINISH

WALL SUPPORTSHUTOFF VALVESTHERMOMOTOR


Initials Date Initials DateTested with High Flow Conditions

CONNECTION SIZES

CABINET ENCLOSURE

LOCKING REGULATOR


Shiel Sexton

Check Valve InstalledShutoff Valve on OutletVerify Proper Operation

Prime Contractor

Adjusted for Correct Discharge Temperature

REVIEWED

Maintain Flow for a Minimum 10 Minutes


Item

Strainer Installed


MIXING VALVE FINAL ACCEPTANCE REPORT



CAPACITY

PRESSURE DROP AT MAX FLOW

REMARKS

PRIME CONTRACTOR: DATE:SHIEL SEXTON: DATE:ARCH/ENGINEER: DATE:

DOC. NO:QC - 22 01 02




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

TYPEDESIGN CAPACITY (GPM)DESIGN CAPACITY (FT HD)MINIMUM EFFICIENCY

SUCTION (in)

DISCHARGE (in)HPRPMVOLTSPH

VFD


Bladder Tank charged to 125 psiClearance for Control Panel

Shiel Sexton


MO

TOR


PUM

P

ARCH/ENGINEER:


REVIEWED

Installed on 4" housekeeping padPerformance Operation Verified

System Tested And FlushedSystem InsulatedUtility Connections Complete




DOMESTIC WATER BOOSTER PUMPS FINAL ACCEPTANCE REPORT

DATE:

REMARKS


DOC. NO:QC - 22 01 03




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


SUCTION (in)



Minimization of Pipe Strain VerifiedConnection Gaskets/Sealants CorrectFasteners CorrectFlow Direction CorrectMotor Shaft is in Horizontal PositionSuction Side Pipe is Correct Min. Strght. Lgth.Expansion Fittings Install if Required

Shiel Sexton


MO

TOR


PUM

P

ARCH/ENGINEER:


REVIEWED

System Tested and FlushedSystem Insulated




INLINE PUMPS FINAL ACCEPTANCE REPORT

DATE:

REMARKS


DOC. NO:QC - 22 01 04


Date of Report Report # Equipment I.D. TagDrawing Reference Spec. Reference


DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

MAX - GRAINSMAX - SALT DOSAGEMIN - GRAINSMIN - SALT DOSAGE


Pressure gauge for inlet/outlet on wallSample cocks at each tank

CA

PAC

ITY


CONTINUOUS FLOW RATEPEAK FLOW RATEBACKWASH FLOW RATERESIN (CU FT)SALT STORAGE CAPACITY

INSTALLATION ACTIVITIESPrime Contractor Shiel SextonItem

ARCH/ENGINEER: DATE:


Units Supported as SpecifiedFilled with salt/mineral

System Tested and FlushedSystem InsulatedUtility Connections Complete

WATER SOFTENERS FINAL ACCEPTANCE REPORT


REMARKS


REVIEWED

DOC. NO:QC - 22 01 05




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


SUCTION (in)



Impeller checked before installationSump CleanCheck and Isolation Valves on dischargeMaintenance AccessabilityLubricated per Manufacturer

Shiel Sexton


MO

TOR


PUM

P

ARCH/ENGINEER:


REVIEWED

Controls Complete

System TestedSystem InsulatedUtility Connections Complete



SUBMERSIBLE PUMPS FINAL ACCEPTANCE REPORT

DATE:

REMARKS



DOC. NO:QC - 22 01 06


PLUMBING EXPANSION TANK FINAL ACCEPTANCE REPORTDate of Report Report #



DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

MANUFACTURERMODEL NUMBERCAPACITYWORKING PRESSURE



System TestedSystem InsulatedUtility Connections CompleteUnits Supported as SpecifiedTank Factory Pressurized and Pre-charge Adjusted

REMARKS



DOC. NO:QC - 22 01 07


HVAC EXPANSION TANK FINAL ACCEPTANCE REPORTDate of Report Report #



DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

MANUFACTURERMODEL NUMBERCAPACITYWORKING PRESSURE



System TestedSystem InsulatedUtility Connections CompleteUnits Supported as SpecifiedTank Factory Pressurized and Pre-charge Adjusted

REMARKS


y


DOC. NO:QC - 22 01 08


ELECTRIC WATER HEATERS FINAL ACCEPTANCE REPORTDate of Report Report #

Equipment I.D. TagDrawing Reference Spec. Reference


DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


ELEC

TRIC

AL

DA

TA

HPKWVOLTSPHASE

RECOVERY GPHRECOVERY RISE (deg F)NOMINAL STORAGE CAPACITYUNIT WEIGHT



Unit Mounted HorizontallyIsolation Valves InstalledSystem TestedSystem InsulatedUtility Connections CompleteMotor Rotation CheckedUnits Supported as Specified

REMARKS


DOC. NO:QC - 22 01 09




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

INPUT CAPACITYMINIMUM EFFICIENCYDELIVERY GPHDELIVERY RISE deg F


Water Level Controls Complete

GAS WATER HEATERS FINAL ACCEPTANCE REPORT


REMARKS


REVIEWED

Startup by Factory Representative



Utility Connections CompleteUnits Supported as SpecifiedInstalled Level

System Tested and FlushedSystem InsulatedElectrical Connection Complete


UNIT WEIGHT

HEA

TIN

G

CA

PAC

ITY


STORAGE CAPACITY

DOC. NO:QC - 22 01 10




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

VOLUMEMAX ACCEPT FACTORWORKING PRESSURE


Timer Setup and Operating CorrectlyTransfer Pump Bumped

Shiel Sexton



CAPACITY

ARCH/ENGINEER:

Flow Control Location VerifiedElectrical Connections CompleteVent Installed

REVIEWED

Transport Hose In PlaceRemote Storage Drum Complete

Internal Strainer is Accessible for RemovalInlet and Outlet Connections have Flex Sleeve Pipe CouplingSweep Connections at Inlet/Outlet


Frame Set Level


GREASE INTERCEPTOR FINAL ACCEPTANCE REPORT

DATE:

REMARKS


DOC. NO:QC - 22 01 11




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

TYPEEWT (deg F)LWT (deg F)PEAK GPMMAX WPD (PSI)TYPEGALLON CAPACITYEWT (deg F)LWT (deg F)PEAK GPMMAX WPD (PSI)


REVIEWED

WATER TO WATER PRE-HEAT STORAGE TANK FINAL ACCEPTANCE REPORT


REMARKS


Units Supported as SpecifiedTemperature and pressure relief installed





TUB

E SI

DE

STO

RA

GE

TAN

K S

IDE


SHIEL SEXTON


DOC. NO: QC – 23 00 01

PAGE: 1 of 3

PROCEDURE: DUCT WORK SYSTEM INSTALLATION Rev. 0 2/14/2008

1.01 Purpose The purpose of this procedure is to clarify the quality control activities and deliverables required by the project plans, specifications, commissioning plan, and turnover plan. This plan does not include the product data and shop drawing submittal requirements pertinent to this procedure.





1.03 Pre-Installation

• HOLD POINT – The Prime contractor shall verify submitted items match design specifications and

drawings. • Prime Contractor shall attach the applicable Acceptance Report(s) to each submittal. The Design

Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor prior to submission.

• The Prime Contractor shall coordinate the location of all material, equipment and connecting utilities with all other trades/Prime Contractors that have work in the same vicinity to mitigate conflicts during installation.

• HOLD POINT - Perform receipt verification of all system components and equipment. • Prime Contractor shall receive and store all materials and accessories in a manner that will protect

them from weather and construction activity. • All shipping packaging shall remain intact until installation.

1.04 Procedure - Installation

• The Prime Contractor shall layout and install the duct work in accordance with the Contract Documents and per the locations coordinated with other trades.

• Prime Contractor shall properly support all material, equipment and miscellaneous materials as indicated in the contract documents.

• The Prime Contractor shall install dust caps over open ends of the ductwork. • The Prime Contractor shall install the insulation in a neat, workmanlike manner: no sags, leaks or

sweating. Deficiencies shall be fixed immediately. • HOLD POINT – The Prime Contractor shall initiate signoffs to verify items are properly installed.

SHIEL SEXTON


DOC. NO: QC – 23 00 01

PAGE: 2 of 3


1.05 Duct Welding

• The Prime Contractor shall track continuity and quality of their welding personnel and shall re-qualify welding personnel as required. The Prime Contractor shall resubmit revised PQR’s (Procedure Qualification Records) in these cases to Shiel Sexton.

• HOLD POINT - The Prime Contractor’s weld inspector shall perform inspection and examinations of welds at frequencies specified in the Contract Documents and the Prime Contractor’s approved quality control manual.

• HOLD POINT - The Owner may, at their option, periodically perform or have performed, non-destructive examinations as noted in the specifications. The Owner shall make the results of these examinations available to the Contractor.

• The Prime Contractor shall repair or replace defective welds.

1.06 Preparation of Test-Package Documentation

• Methods and procedures in the Project Specifications will govern this procedure. The Prime Contractor shall submit calculations and drawings delineating the test section.

• The Prime Contractor shall determine the leakage factor and allowable leakage and report to Shiel Sexton prior to testing.

• The Prime Contractor shall perform the test while the ductwork is still accessible and un-insulated.

• The Prime Contractor shall ensure equipment such as fans, coils, VAV boxes and similar units are separated from the test section.

• HOLD POINT - The Prime Contractor shall submit the test-package documentation to Shiel Sexton two (2) working days prior to the actual test.

• Shiel Sexton shall review the above documents for compliance and then notify the Prime Contractor if the test may or may not proceed.

1.07 Testing Phase

• The Prime Contractor shall pressurize the system and notify Shiel Sexton that the test is ready

to be witnessed. Shiel Sexton shall notify the Architect/Engineer. • Shiel Sexton, the Prime Contractor and the Architect/Engineer shall walk-down the test. Punch

list and/or remedial work required shall be noted at this time. • The Prime Contractor shall de-pressurize the system, seal the leaks and retest after sealant cure

time has been reached, if leakage exceeds the specified rate. • HOLD POINT - Shiel Sexton and the Architect/Engineer shall sign off on the Leak Test Data

Form.

SHIEL SEXTON


DOC. NO: QC – 23 00 01

PAGE: 3 of 3






• The Prime Contractor shall be responsible for submitting each fully executed Alignment Report and Final Acceptance Report to Shiel Sexton on a daily basis.


• The Prime Contractor shall compile all documentation for insertion into the final turnover package and incorporation into the Project Database.

DOC. NO:QC - 23 01 01




CLEARANCE AT ALL PANELS

ALL DEVICES INSTALLED


ARCH/ENGINEER:

NAMEPLATES ON CABINETSELECTRICAL DISCONNECTS FOR EACH PANELWIRING LABELEDFUNCTIONAL TEST PERFORMEDBATTERY BACKUP CHARGEDWORKSTATION INSTALLEDPORTABLE WORKSTATION PROVIDED

DATE:

REMARKS


REVIEWED

CONTROL PANELS ADJACENT TO EQUIPMENT

NAMEPLATES ON INSTRUMENTS

TRAINING COMPLETE


ENERGY MANAGEMENT SYSTEM

DEVICES WIRED


SYSTEM DEMONSTRATED

DOC. NO:QC - 23 01 02




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


SUCTION (in)



Pump Shimmed to correct height/levelnessBase Grouted

Pump Alignment Complete5x diameter straight pipe on suction

Strainer installed on suctionNon-slam Check Valve on Discharge

Pumps lubricatedGuards Installed

Item

HYDRONIC CENTRIFUGAL PUMPS FINAL ACCEPTANCE REPORT

PUM

P


Pad Base is 2 1/2 times the weight of pump


MO

TOR


System Insulated

Utility Connections with Flex Connections


All commissioning items complete per spec

Motor Rotation Checked

Units Supported as SpecifiedVibration Isolation Complete

System Tested and Flushed

DATE:

REMARKS


REVIEWED

ARCH/ENGINEER:

DOC. NO:QC - 23 01 03




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

CONFIGURATIONFLUIDTANK VOLUME

GPMPSIHPVOLTSPH


Minimization of Pipe Strain VerifiedFlow Direction CorrectMotor Shaft is in Horizontal PositionExpansion Fittings Install if RequiredSystem Identification per Specifications


Empty Containers Available for StartupStartup Performed per SpecificationsSystem Commissioned per Specifications


Shiel SextonPrime ContractorItem




PUMP DATA

MOTOR DATA

ARCH/ENGINEER:

REVIEWED

Adjusted for Correct Discharge TemperatureVerify Proper Operation




GLYCOL MAKEUP UNIT FINAL ACCEPTANCE REPORT

DATE:

REMARKS


DOC. NO:QC - 23 01 04



INITIALS DATE INITIALS DATE


TRANSITIONS CORRECT

DUCT WORK INSTALLATION

CORRECT DUCT LINERTURNING VANES CORRECT

CORRECT DUCT SIZECORRECT MATERIAL/WALL THICKNESS

CONSTRUCTION MANAGER

DATE:

REMARKS


REVIEWED

ARCH/ENGINEER:

LEVEL AND PLUMBBRANCHES LOCATED AND REINFORCEDCORRECT HANGERSADEQUATE HANGERSSOUND ATTENUATORS INSTALLEDSEALANTS CORRECTINSULATEDLABELED


PRESSURE TESTED


ALL TERMINAL UNITS INSTALLED


CLEAN AND FREE OF DEBRIS

SUBCONTRACTOR

DAMPERS INSTALLEDEXPANSION JOINTS CORRECTACCESS DOORS CORRECT

DOC. NO:QC - 23 01 05




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

TYPESIZEDRIVECFMESPBHPRPMSONESHPVOLTSPHROOF CURBDISCONNECT SWITCHGRAVITY BACKDRAFTVIBRATION ISOLATORSBIRD SCREEN

REMARKS


REVIEWED

ARCH/ENGINEER:


FANS MATERIAL VERIFICATION FORM

FAN

DA

TA

DATE:

MO

TOR

D

ATA

AC

CES

SOR

IES


UNIT WEIGHT


DOC. NO:QC - 23 01 06


HOT WATER REHEAT TERMINAL UNIT MATERIAL VERIFICATION FORMDate of Report Report #



DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


AIR

FLO

W

DA

TA

DESIGN (CFM)

MIN (CFM)

HEAT (CFM)UNIT INLET SIZE

DESIGN INLET PRESSURE (IN WG)

MAX PRESSURE LOSS (IN WG)

HY

DR

ON

IC H

EATI

NG

C

OIL

DA

TA

MIN MBHEATLATROWSMAX APDEWTGPMMAX WPD

REMARKS


DOC. NO:QC - 23 01 07




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


DESIGN (CFM)

MIN (CFM)

HEAT (CFM)UNIT INLET SIZE

MIN MBHEATLATROWSMAX APDEWTGPMMAX WPD


Balance Complete


AHU FINAL ACCEPTANCE REPORTFA

N D

ATA

DATE:

Vibration Isolation Complete

MO

TOR

D

ATA

AC

CES

SOR

IES

Motor Rotation CheckedUnits Supported as Specified

Unit Grounded

REMARKS


REVIEWED

ARCH/ENGINEER:

Filters InstalledUtility Connections Complete


Proper Maintenance Access provided


INSTALLATION ACTIVITIESUNIT WEIGHT

ESPBHPRPMSONES

TYPESIZE

BIRD SCREEN

DRIVECFM

VOLTSHP

PHROOF CURBDISCONNECT SWITCH

CO

OLI

NG

CO

IL

DESIGN INLET PRESSURE (IN WG)

MAX PRESSURE LOSS (IN WG)

GRAVITY BACK DRAFTVIBRATION ISOLATORS

AIR

FLO

W

DA

TAH

YD

RO

NIC

HEA

TIN

G

CO

IL D

ATA

DOC. NO:QC - 23 01 08




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

SUPPLY CFMESPRPMHPVOLTSPHMIN MBHEATLATROWSFINS/INCHEWTGPMMAX MFDTOTAL MBHSENS MBHEAT DBEAT WBLAT DBLAT WBROWSFINS/INCHEWTGPMMAX MFDTYPEEFF

REMARKS

PRIME CONTRACTOR: DATE:SHIEL SEXTON: DATE:ARCH/ENGINEER:

UNIT WEIGHT

DATE:

REVIEWED



FILTER DATA

HY

DR

ON

IC H

EATI

NG

C

OIL

H

YD

RO

NIC

CO

OLI

NG

CO

IL

FAN COIL UNITS MATERIAL VERIFICATION FORM

SUPP

LY F

AN

SI

DE

e


DOC. NO:QC - 23 01 09


FINNED TUBE RADIATION MATERIAL VERIFICATION FORMDate of Report Report #

Equipment I.D. Tag SystemDrawing Referenc Spec. Reference

SPECIFICATIONS DRAWINGS SUBMITTED RECEIVEDMANUFACTURERMODEL NUMBERTUBE SIZEFIN SIZEMATERIALI-B-R RATING CAPACITYFINS PER FOOTENCLOSURE HEIGHTENCLOSURE STYLEROWS OF ELEMENTSAVERAGE WATER TEMP (deg F)HWS-R RUN OUT SIZEGPMTUBE VELOCITYELEMENT LENGTHCOVER LENGTH

REMARKS


DOC. NO:QC - 23 01 10




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

CFMMIN MBHEATLAT

MAX APDEWTLWTGPMMAX VPDCOIL HEIGHTTUBE LENGTHNO. OF COILS

FINS/FOOT

SHIEL SEXTON: DATE:

REVIEWED


RADIANT HEATING COIL MATERIAL VERIFICATION FORM


REMARKS

PRIME CONTRACTOR: DATE:

MAX VELOCITYFACE AREA


ROWS

DOC. NO:QC - 23 01 11




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

CONFIGURATIONAIRFLOW (CFM)ESPDRIVEDESIGN SPEED(S)HPMIN KWMBH/HOUREATLATAMPSVOLTSPHDISCONNECT SWITCHINTEGRAL THERMOSTATWALL BRACKET

DATE:

HEA

TIN

G

DA

TAEL

EC.

DA

TA


ELECTRIC UNIT HEATERS MATERIAL VERIFICATION FORM

REMARKS


REVIEWED

ARCH/ENGINEER:

FAN

DA

TAA

CC

ESSO

RIE

S


DOC. NO:QC - 23 01 12




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

PANEL LENGTH

CAPACITY BTUH/LIN FTNO. OF PASSES

DATE:

REMARKS


REVIEWED

ARCH/ENGINEER:

HWS-R RUN OUT SIZE



NO. OF TUBESAVERAGE WATER TEMPGPMWATER PRESSURE DROP

RADIANT HEATING PANELS MATERIAL VERIFICATION FORM

PANEL WIDTH

DOC. NO:QC - 23 01 13




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

DISPERSION MANIFOLD WIDTHDISPERSION MANIFOLD HEIGHTABSORPTION DISTANCE

VOLTSPHASEAMPS

Initials Date Initials DateProtective Tube Sleeves Removed

Caulking Sealants Complete at PenetrationsP-Trap/Water Seal/Air Gap Installed

Prime Contractor Shiel Sexton

System Insulated

Utility Connections Complete


MANUFACTURERMODEL NUMBERMINIMUM CAPACITY (LBS/HR)


Panel Installed Downstream of Heating Coil of at Warmest Location

ELEC

. D

ATA

Item

HUMIDIFIER FINAL ACCEPTANCE REPORT


DATE:ARCH/ENGINEER:

Drain Installed and Properly Oriented

Units Supported as Specified

REVIEWED

System Tested

REMARKS



DOC. NO:QC - 23 01 14


PLATE AND FRAME HEAT EXCHANGER MATERIAL VERIFICATION FORMDate of Report Report #



DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED


HO

T SI

DE

CAPACITYEWTLWTGPMWIDTHLENGTHHEIGHT# PASSES

CO

LD

SID

E

EWTLWTGPMWPD (FT HD)

REMARKS


SHIEL SEXTON



PROCEDURE: FIELD INSPECTION OF ELECTRICAL EQUIPMENT & SYSTEMS Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan. This plan does not include the product data and shop drawing submittal requirements pertinent to this work scope.


• The Prime Contractor shall coordinate the location of all electrical system conduits, trays, panels,

equipment and etc… with all other trades/Prime Contractors that have work in the same vicinity to mitigate conflicts during installation and provide the required clearance.






• HOLD POINT - Prime Contractor shall attach the applicable Verification Form and/or Acceptance Report(s) to the each submittal. The Design Specifications, Design Drawings and As Submitted columns are to be completed by the Prime Contractor.


• The Prime Contractor shall layout and install the electrical distribution system in accordance with the Contract Documents and per the locations coordinated with other trades.

• Shiel Sexton shall witness the layout and installation of the electrical distribution system.


• HOLD POINT - The Prime Contractor shall initiate and complete all of the following tests for the electrical system as described in the Contract Documents. The Prime Contractor shall turn over all completed checklists to Shiel Sexton.

• Shiel Sexton, the Prime Contractor, the Architect/Engineer and the Owner’s Representative shall witness the testing of the electrical distribution system.

SHIEL SEXTON



PROCEDURE: FIELD INSPECTION OF ELECTRICAL EQUIPMENT & SYSTEMS Rev. 0 2/14/2008





• The Prime Contractor shall be responsible for submitting each fully executed Checklist to Shiel Sexton as completed.


SHIEL SEXTON


DOC. NO: QC 26 00 02

PAGE: 1 of 1

PROCEDURE: GROUNDING & BONDING FOR ELECTRICAL SYSTEMS Rev. 0 2/14/2008










• HOLD POINT - Shiel Sexton shall witness all terminations and connections prior to the backfill of the ground rods.

• Layout and install the grounding system in accordance with contract documents.


• HOLD POINT - The Prime Contractor shall perform a 3 point fall-of-potential test and point-to-point tests as required by the Contract Documents. The results of these tests shall be documented on the attached report and submitted to Shiel Sexton as they are completed.




SHIEL SEXTON


DOC. NO: QC 26 00 02

PAGE: 2 of 1

PROCEDURE: GROUNDING & BONDING FOR ELECTRICAL SYSTEMS Rev. 0 2/14/2008




SHIEL SEXTON


DOC. NO: QC 26 00 03

PAGE: 1 of 2

PROCEDURE: ENGINE GENERATORS Rev. 0 2/14/2008









• HOLD POINT - The Prime Contractor shall perform receipt verification on the attached Generator Checklist to confirm the pumps delivered match the approved submittals and the Contract Documents.

• The Prime Contractor shall receive and store the generator in a manner that will protect it from weather and construction activity.

• The Prime Contractor shall obtain and provide to Shiel Sexton a copy of all factory tests completed as described in the Contract Documents.

• Shiel Sexton and the Prime Contractor shall review the installation location for the generator to verify the mounting location is installed correctly and all electrical/plumbing appurtenances for the generator are in place. Deficiencies shall be corrected by the responsible Prime Contractor prior to the generator installation.


• The Prime Contractor shall install the generator per the Contract Documents and the manufacturer’s installation instructions.

• HOLD POINT - The Prime Contractor shall securely support the generator and associated piping.

• HOLD POINT - The Prime Contractor shall check for levelness and orientation. • The Prime Contractor shall ensure there is no piping stress on attachments to the generator. • HOLD POINT - Shiel Sexton, the Prime Contractor and the responsible Electrical Prime

Contractor shall bump the motor to confirm rotation direction. • The responsible Electrical Prime Contractor shall connect the generator to the building

electrical distribution system.

SHIEL SEXTON


DOC. NO: QC 26 00 03

PAGE: 2 of 2

PROCEDURE: ENGINE GENERATORS Rev. 0 2/14/2008


• HOLD POINT - Shiel Sexton and the Prime Contractor shall review the generator installation for proper clearance in front of all operable panels on the generator that may need accessed for maintenance.


• HOLD POINT - Shiel Sexton, the Owner and Architect/Engineer shall witness and the Prime Contractor shall initiate an inspection by a factory authorized service representative to inspect, test and adjust components, assemblies and equipment installations, including connections. The service representative shall record their inspection on their own form and provide a copy to the Prime Contractor and Shiel Sexton. All testing described in the Contract Documents shall be completed at this time.



• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented on the Generator Checklist.



• The Prime Contractor shall submit completed Generator Checklist to Shiel Sexton. • Shiel Sexton and the Prime Contractor shall compile all documentation for insertion into the final


SHIEL SEXTON


DOC. NO: QC 26 00 04

PAGE: 1 of 2

PROCEDURE: INTERIOR LIGHTING Rev. 0 2/14/2008




• The Prime Contractor shall coordinate the location of all light fixtures with all other trades/Prime

Contractors that have work in the same vicinity to mitigate conflicts during installation.








• Shiel Sexton and the Prime Contractor shall verify the light fixtures being used by the Prime Contractor are in compliance with the Contract Documents and approved submittals.

• Shiel Sexton shall provide a storage area for the light fixtures. Shiel Sexton shall routinely inspect the storage area to verify dry items are being protected and that the temperature is within the specified range.


• The Prime Contractor shall layout and install the light fixtures in accordance with the Contract Documents and per the locations coordinated with other trades.

• The Prime Contractor shall install the necessary hangers for the light fixtures. • HOLD POINT - Shiel Sexton shall witness the layout and installation of the light fixtures and verify

the correct fixtures are being installed.


• The Prime Contractor shall remove all protective material and clean all light fixtures prior to the project completion.

• Shiel Sexton and the Prime Contractor shall do a walkthrough of the light fixtures to confirm all bulbs are burning and none of the fixtures are damaged.

• The Prime Contractor is responsible to replace burnt/broken bulbs and damaged fixtures prior to the project completion date.

SHIEL SEXTON


DOC. NO: QC 26 00 04

PAGE: 2 of 2

PROCEDURE: INTERIOR LIGHTING Rev. 0 2/14/2008





• The Prime Contractor shall be responsible for submitting work reports to Shiel Sexton daily. Non-conformance items shall be noted on this daily report along with the action taken to correct the problem.

• The Prime Contractor and Shiel Sexton shall compile all documentation for insertion into the final turnover

SHIEL SEXTON


DOC. NO: QC-26 00 05

PAGE: 1 of 11

PROCEDURE: FIRE ALARM & SECURITY SYSTEM INSTALLATION Rev. 0 2/14/2008


the project plans, specifications, commissioning plan, and turnover plan. This plan does not include the product data and shop drawing submittal requirements pertinent to this procedure.


• The Prime Contractor shall coordinate the location of all fire alarm and security raceways and devices

with all other trades/Prime Contractors that have work in the same vicinity to mitigate conflicts during installation.







• HOLD POINT - The Prime Contractor shall check all hardware and devices furnished and installed by others (i.e. door hardware, water flow switches, tamper switches and the like) for correct application and proper installation. Defects shall be repaired by the responsible Prime Contractor.

• HOLD POINT - The Prime Contractor shall verify that conductors, raceways & cable trays furnished and installed by others for correct application and proper installation. Defects shall be repaired by the responsible Prime Contractor.


• The Prime Contractor shall layout and install the fire suppression system in accordance with the Contract Documents and per the locations coordinated with other trades.

• HOLD POINT - The Prime Contractor shall inspect all devices as delivered and verify that the order is correct and complete.

• HOLD POINT - The Prime Contractor shall check device locations and elevations against the Contract Documents prior to making terminations.

• The Prime Contractor shall ensure that Tagging & Naming Convention requirements are met. • The Prime Contractor shall ensure that fire alarm cables are red. • The Prime Contractor shall ensure that cable is run in conduits where allowed and that other approved

support methods are followed where conduit is not required.

SHIEL SEXTON


DOC. NO: QC-26 00 05

PAGE: 2 of 11

PROCEDURE: FIRE ALARM & SECURITY SYSTEM INSTALLATION Rev. 0 2/14/2008


• HOLD POINT - The Prime Contractor shall test all functions of the system in accordance with the inspection, testing and maintenance requirements of the National Fire Protection Association. Record each device and function tested.

• The Prime Contractor shall verify accuracy of the record documents before they are submitted to Shiel Sexton.

• Shiel Sexton, the Prime Contractor, the Architect/Engineer and the Owner’s Representative shall witness the testing of the fire suppression system.

• HOLD POINT - The Prime Contractor shall initiate the final inspection by the manufacturer’s representative(s), Fire Marshall, FM Global, the Owner, the Architect/Engineer and Shiel Sexton for final approval of the system.





• The Prime Contractor shall be responsible for submitting each fully executed Acceptance Report(s) to Shiel Sexton.

• The Shiel Sexton Engineer shall compile all documentation for insertion into the final turnover package and incorporation into the Project Database.

DOC. NO:QC - 26 01 01

PAGE1 of 1


Area Description


Item Initials Date Initials DateInstalled plumb and levelAll metal bondedSeparated from piping and equipmentExpansion fittings Clamp Hangers each floor for risersPull cords in empty conduitsLiquid tight requiredCorrect materialSupported per specificationsFirestopping/sealed at wall penetrationsVapor tight requiredCleaned out for cable pullingDouble locknuts (unless threaded hub)


SHIEL SEXTON: DATE:

SHIEL SEXTON


RACEWAYS & FITTINGS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:


DATE:

DATE:

DOC. NO:QC - 26 01 02

PAGE1 of 1


Area Description


Item Initials Date Initials DateTray level, plumb, and squareRemove Burrs and sharp edgesSufficient space to install cablesSupports per design or approved shopsConductivity of tray systemFirestopping at wallsCapped sleeves through firestoppingCovers installedBracing installedLabeling competeWarning signs installed


SHIEL SEXTON: DATE:

SHIEL SEXTON


CABLE TRAY FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:


DATE:

DATE:

DOC. NO:QC - 26 01 03

PAGE1 of 1


Area Description


Item Initials Date Initials DateVerify taps are per specificationInsulation temperatureVisibly check ground connectionProtected from adjacent heatAdjacent equipment protected from XFRM heat

Vibration isolation in placeConnection tightIR test High to LowIR test High to groundIR test Low to groundVerify taps are set correctly

SHIEL SEXTON


LOW-VOLTAGE TRANSFORMERS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:


DATE:

DATE:


SHIEL SEXTON: DATE:

DOC. NO:QC - 26 01 05




DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

RATED ENGINE SPEED (RPM)LUBRICATION SYSTEM TYPECOOLANT JACKET HEATERAIR INTAKE FILTERSTARTING SYSTEMINDICATING & PROTECTIVE DEVICES AND CONTROLS


Sections are securely attached Fuel tank is filled upon completion


ENGINE GENERATORS FINAL ACCEPTANCE REPORT

DATE:

REMARKS


Foundation / steel properly prepared for unitRigging per manufacturer's instructions Unit sections are installed


Receipt verification has been performed

ARCH/ENGINEER:

Unit is set at correct elevation and is levelShipping bracing / packaging is removedAll sealing and / or gasketing is installed

REVIEWED

Shiel Sexton



DOC. NO:QC - 26 01 06

PAGE1 of 1


Area DescriptionDrawing Reference Spec. Reference

DESIGN SPECIFCATIONS

DESIGN DRAWINGS

AS SUBMITTED

AS RECEIVED

VOLTAGEPHASEWIREMAINMCB AMPSBUS AMPSMOUNTINGNEUTRALIGAIC

Item Initials Date Initials DateNameplate data correctAnchorage, alignment, grounding & clearances

CleanFuses/circuit breakers correctBreakers true and tightenedCurrent & voltage transformer ratiosTerminations acceptableLubricationInsulationBarrier & shutter installation acceptableMechanical indicating devices operateControl power transformers acceptable


SHIEL SEXTON: DATE:

SHIEL SEXTON


SWITCHGEAR & PANELS FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:


DATE:

DATE:

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 1 of 9

PROCEDURE: FIRE ALARM AND SECURITY SYSTEM INSTALLATION Rev. 0 2/14/2008

Name of protected property:Address:Representative of protected property (name / phone):Authority having jurisdiction:Address / Telephone No.:

Installer:Supplier:Service Organization:Location of record (as-built) drawings:Location of Operation & Maintenance manuals:Location of test reports:A contract for test & inspection in accordance with NFPA standard(s)Contract No(s): Effective date: Expiration date:

System Software[a] Operating system (executive) software revision level(s):[b] Site-specific software revision date:[c] revision completed by:

1. Type(s) of System or Service

NFPA 72 , Chapter 6 - LocalIf alarm is transmitted to location(s) off premises, list where received:

NFPA 72 , Chapter 8 - Remote StationTelephone numbers of the organization receiving the alarmAlarm:Supervisory:Trouble:If alarms are retransmitted to public fire service communications centers or others, indicate location& phone numbers of the organization receiving the alarm:

Indicate how alarm is retransmitted:

NFPA 72 , Chapter 8 - ProprietaryTelephone numbers of the organization receiving the alarmAlarm:Supervisory:Trouble:If alarms are retransmitted to public fire service communications centers or others, indicate location& phone numbers of the organization receiving the alarm:

Indicate how alarm is retransmitted:

FIRE ALARM SYSTEM RECORD OF COMPLETION

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 2 of 9


NFPA 72 , Chapter 8 - Central StationPrime contractor:Central station location:Means of transmission of signals from the protected premises to the centarl station:

McCulloh Multiplex 1-way radioDigital alarm 2-way radio Other

Means of transmission of alarms to the public fire service communications center:(a)(b)System location:

NFPA 72 , Chapter 9 - AuxillaryIndicate type of connection:

Local energy Shunt Parallel telephoneLocation of telephone for receipt of signals:

2. Record Of System Installation (Fill out after installation is complete and wiring is checked for opens, shorts, ground faults, and improper branching, but prior to conducting operational acceptance tests.)This system has been installed in accordance with the NFPA standards as shown below, and was inspected by

on includes the devices shown in 5 & 6,and has been in service since

NFPA 72 , Chapters 1 2 3 4 5 6 7 8 9 10 11 (circle all that apply)

NFPA 70, National Electrical Code , article 760

Manufacturer's Instructions

Other [Specify]:

Signed: Date:Organization:

3. Record Of System OperationDocumentation in accordance with Inspection and Testing Form is attachedAll operational features and functions of this system were tested by: date: and found to be operating properly inaccordance with the requirements of:

NFPA 72 , Chapters 1 2 3 4 5 6 7 8 9 10 11 (circle all that apply)

NFPA 70, National Electrical Code , article 760

Manufacturer's Instructions

Other [Specify]:

Signed: Date:Organization:

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 3 of 9


4. Signaling Line CircuitsQuantity and class of signaling line circuits connected to system (see NFPA 72, Table 6.6.1):Quantity: Style: Class:

5. Alarm Initiating Devices and CircuitsQuantity and class of initiating device circuits (see NFPA 72, Table 6.5)Quantity: Style: Class:

MANUAL[a] Manual stations Noncoded ________ Transmitters _______ Coded _______ Addressable _______[b] Combination manual fire alarm & guard's tour coded stations

AUTOMATICCoverage: Complete Partial

Selective Nonrequired

[a] Smoke detectors Ion Photo Addressable[b] Duct detectors Ion Photo Addressable[c] Heat detectors ____ FT ___ RR ___ FT/RR ___ RC ___ Addressable ___[d] Sprinkler waterflow indicators: Transmitters _____ Noncoded _____ Coded _____ Addressable _____[e] The alarm verification feature is disabled ____ or enabled ____, changed from ____ seconds to ____ seconds[f] Other (list):

6. Supervisory Signal-Initiating Devices and Circuits ( use blanks to indicate quantity of devices)

GUARD'S TOUR[a] Coded stations[b] Noncoded stations[c] Compulsory guard's tour system comprised of ______ transmitter stations & intermediate stations (Note: Combination devices are recorded under 5(b), Manual, and 6(a), Guard's Tour)

SPRINKLER SYSTEM (check if provided)

[a] Valve supervisory switches[b] Building temperature points[c] Site water temperature points[d] Site water supply level pointsElectric fire pump:[e] Fire pump power[f] Fire pump running[g] Phase reversalEngine driven fire pump:[h] Selector in auto position[i] Engine or control panel trouble[j] Fire pump running

ENGINE-DRIVEN GENERATOR:[a] Selector in auto position[b] Control panel trouble[c] Transfer switches[d] Engine runningother supervisory functions:

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 4 of 9


4. Signaling Line CircuitsQuantity and class of signaling line circuits connected to system (see NFPA 72, Table 6.6.1):Quantity: Style: Class:

5. Alarm Initiating Devices and CircuitsQuantity and class of initiating device circuits (see NFPA 72, Table 6.5)Quantity: Style: Class:

MANUAL[a] Manual stations Noncoded ________ Transmitters _______ Coded _______ Addressable _______[b] Combination manual fire alarm & guard's tour coded stations

AUTOMATICCoverage: Complete Partial

Selective Nonrequired

[a] Smoke detectors Ion Photo Addressable[b] Duct detectors Ion Photo Addressable[c] Heat detectors ____ FT ___ RR ___ FT/RR ___ RC ___ Addressable ___[d] Sprinkler waterflow indicators: Transmitters _____ Noncoded _____ Coded _____ Addressable _____[e] The alarm verification feature is disabled ____ or enabled ____, changed from ____ seconds to ____ seconds[f] Other (list):

6. Supervisory Signal-Initiating Devices and Circuits ( use blanks to indicate quantity of devices)

GUARD'S TOUR[a] Coded stations[b] Noncoded stations[c] Compulsory guard's tour system comprised of ______ transmitter stations & intermediate stations (Note: Combination devices are recorded under 5(b), Manual, and 6(a), Guard's Tour)

SPRINKLER SYSTEM (check if provided)

[a] Valve supervisory switches[b] Building temperature points[c] Site water temperature points[d] Site water supply level pointsElectric fire pump:[e] Fire pump power[f] Fire pump running[g] Phase reversalEngine driven fire pump:[h] Selector in auto position[i] Engine or control panel trouble[j] Fire pump running

ENGINE-DRIVEN GENERATOR:[a] Selector in auto position[b] Control panel trouble[c] Transfer switches[d] Engine runningother supervisory functions:

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 5 of 9


7. Annunciator(s)Number: Type: Location:

8. Alarm Notification Appliances and CircuitsNFPA 72 , Chapter 6 - Emergency Voice / Alarm ServiceQuantity of voice / alarm channels: Single: Multiple:Quantity of speakers installed: Quantity of speaker zones:Quantity of telephones or telephone jacks included in system:

Quantity and the class of notification applianvce circuits connected to system (see NFPA 72, Table 6.7)Quantity: Style: Class:

Types and quantities of notification appliances installed:[a] Bells With Visible[b] Speakers With Visible[c] Horns With Visible[d] Chimes With Visible[e] Other With Visible[f] Visible appliances without audible

9. System Power Supplies[a] Fire Alarm Control Panel: Nominal voltage: Current rating: Overcurrent protection: Type: Current rating:

Location:[b] Secondary (standby): Storage battery: Amp-hour rating: Calculated capacity to drive system, in hours: Engine-driven generator dedicated to fire alarm system: Location of fuel storage:[c] Emergency system used as back-up to primary power supply: Emergency system described in NFPA 70 , Article 700:

10. CommentsFrequncy of routine tests and inspections, if other than in accordance with the referenced NFPA standard(s):

System deviations from the referenced NFPA standard(s) is/are:

(signed) for installation contractor/supplier (title) (date)

(signed) for alarm service company (title) (date)

(signed) for central station (title) (date)

Upon completion of the system(s) satisfactory test(s) witnessed (if required by the authority having jurisdiction):

(signed) representative of authority having jurisdiction (title) (date)

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 6 of 9


SERVICE ORGANIZATION: PROPERTY NAME (USER):Name: Name:

Address: Address:Rep: Contact:

License No.: Telephone:Telephone:

MONITORING ENTITY: APPROVING AGENCY:Contact: Contact:

Telephone: Telephone:Ref.No.

TYPE TRANSMISSION: SERVICE Multiplex Weekly Digital Monthly Reverse Priority Quarterly RF Semiannually Other [Specify] Annually

Other [Specify]

Control Unit Manufacturer: Model Number: ____________________________Circuit Styles:Number of Circuits:Software Rev.:

QUANTITYManual Fire Alarm BoxIon DetectorPhoto DetectorDuct DetetectorHeat DetectorWaterflow SwitchSupervisory SwitchOther [Specify]_____________________________

Alarm verification feature is disabled _________ enabled _________.

General Comments:

CIRCUIT STYLE

ALARM-INITIATING DEVICES AND CIRCUIT INFORMATION

FIRE ALARM INSPECTION AND TESTING FORM

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 7 of 9


QUANTITYBellHornChimesStrobesSpeakerOther [Specify] ________________________

QUANTITYBuilding TemperatureSite Water TemperatureSite Water LevelFire Pump PowerFire Pump RunningFire Pump Auto PositionFire Pump or Pump Controller TroubleGenerator in Auto PositionGenerator or Controller TroubleSwitch TransferGenerator Engine RunningOther [Specify] ____________________________

SIGNALING LINE CIRCUITSQuantity and style of signaling line circuits connected to system (see NFPA 72, table 6.6.1):

Quantity Style(s)

SYSTEM POWER SUPPLIES [a] Primary (Main): Nominal Voltage Amps Overcurrent Protection: Type Amps Location of Primary Supply Panelboard: Disconnecting Means Location: [b] Seondary (Standby): Storage Battery Amp-Hr. Rating: Calculated capacity to operate system (in hours): Location of Fuel Storage: Battery Type:

Dry Cell Lead-Acid Nickel-Cadmium Sealed Lead-Acid Other [Specify]:

[c] Emergency or standby system used as a backup to primary power supply, instead of using a secondary supplyEmergency system described in NFPA 70, Article 700Legally required standby described in NFPA 70, Article 701Optional standby system described in NFPA 70, Article 702 which also meets the performance requirements of Article 700 or 701.

ALARM NOTIFICATION APPLIANCES AND CIRCUIT INFORMATION

SUPERVISORY SIGNAL-INITIATING DEVICES AND CIRCUIT INFORMATION

CIRCUIT STYLE

CIRCUIT STYLE

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 8 of 9


NOTIFICATIONS ARE MADE Yes No Who Date & TimeMonitoring EntityBuilding OccupantsBuilding ManagementOther [Specify]Other [Specify]

TYPE Visual Functional Comments Control Unit Interface Equipment Lamps/LEDs Fuses Primary Power Supply Trouble Signals Disconnect Switches Ground-Fault Monitoring

SECONDARY POWER TYPE Visual Functional Comments Battery Condition Load Voltage Discharge Test Charger Test Specific GravityTRANSIENT SUPPRESSORSREMOTE ANNUNCIATORSNOTIFICATION APPLIANCES Audible Visible Speakers Voice Clarity Other [Specify]

ID Device Factory Measured Location Number Type Visual Functional Setting Setting Pass Fail

Comments:

INITIATING AND SUPERVISORY DEVICE TESTS AND INSPECTIONS

SYSTEM TESTS AND INSPECTIONS

PRIOR TO ANY TESTING

SHIEL SEXTON


DOC. NO: QC- 26 01 07PAGE: 9 of 9


EMERGENCY COMMUNICATIONS EQUIPMENT Visual Functional Comments Phone Set Phone Jacks Off-Hook Indicator Amplifier Tone Generator Call-in Signal System Performance

Device SimulatedINTERFACE EQUIPMENT Visual Operation Operation

SPECIAL HAZRD SYSTEMS

Comments:

SUPERVISING STATION MONITORING Yes No Time CommentsAlarm SignalAlarm RestorationTrouble SignalSupervisory SignalSupervisory Restoration

NOTIFICATIONS ARE MADE Yes No Who Date & TimeMonitoring EntityBuilding OccupantsBuilding ManagementOther [Specify]Other [Specify]

The following did not operate properly:

THIS TESTING WAS PERFORMED IN ACCORDANCE WITH APPLICABLE NFPA STANDARDS

System restored to normal operation: Date: Time:

Name of Inspector: Date: Time:

Signature:

Name of Owner's Representative: Date: Time:

Signature:

SHIEL SEXTON


DOC. NO: QC 31 00 01

PAGE: 1 of 3

PROCEDURE: EARTH MOVING Rev. 0 2/14/2008

1.01 Purpose • Clarify the quality control activities and deliverables required by the project plans, specifications,

commissioning plan, and turnover plan for earth moving. This procedure does not include the submittal requirements.





1.03 Procedure – Pre-excavation/demolition



• Shiel Sexton and the Prime Contractor shall identify all items that are denoted to remain on the Contract Documents.

• The Prime Contractor is responsible for all public and private utility locates. All locates must be called and documented prior to any digging activity.

• The Prime Contractor shall install erosion control measures per the Contract Documents. • Hold –Point - Shiel Sexton shall witness the installation of the erosion control and assure that all

details are followed. 1.04 Procedure – Demolition, Clearing & Grubbing

• HOLD POINT - The Prime Contractor shall layout and physically mark the extent of the demolition, clearing or grubbing per the Contract Documents.

• Shiel Sexton shall witness the layout of the demolition, clearing and grubbing.

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1.05 Procedure – Excavation, Backfilling and Compaction

• The Prime Contractor shall perform layout, excavation, backfill and compaction in accordance with the Contract Documents.

• Shiel Sexton shall witness the layout, excavation, backfill and compaction. • The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring Testing

Agency inspection. • Shiel Sexton shall schedule the Testing Agency. • The Testing Agency shall perform tests on excavated and/or borrow material to be used for fill or

sub-base. The results, including optimum moisture-maximum density curves shall be documented on the Testing Agency’s standard form.

• The Testing Agency shall perform verification of sub-grade and document results on its standard report from per the intervals noted in the Contract Documents.

• The Testing Agency shall perform field density tests and document results on its standard report form per the intervals noted in the Contract Documents.

• The Testing Agency shall perform compressive strength and bearing tests of each strata and document results on its standard report form per the intervals noted in the Contract Documents.

1.06 Procedure – Grading

• The Prime Contractor shall perform grading work in accordance with the Contract Documents. • Shiel Sexton shall continually monitor grading operations to ensure final shaping and elevation of

grading conforms to the Contract Documents. • The Prime Contractor shall notify Shiel Sexton 48 hours in advance of activities requiring Testing

Agency inspection. • Shiel Sexton shall schedule the Testing Agency. • Testing shall be per specifications. • Shiel Sexton, the Testing Agency, the Prime Contractor and the responsible Pavement and/or Slab

Prime Contractor shall be present to witness the proof roll activities at the finish of grading. The responsible Pavement and/or Slab Prime Contractor shall check lines and grades at this time to confirm the final grade provided is consistent with the Contract Documents. The attached Proof Roll sign-off sheet shall be signed by all witnesses verifying the proof roll activities were performed to their satisfaction and in compliance with the Contract Documents.

1.07 Procedure – Topsoil Placement

• The Prime Contractor shall notify Shiel Sexton 48 hours in advance of topsoil placement. • Shiel Sexton shall witness the installation of topsoil materials. • The responsible Landscaping Prime Contractor shall review the topsoil placement and note any

concerns to Shiel Sexton prior to commencement of their scope of work.

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• When remedial work is deemed necessary, the item of non-conformance and remedial action to be performed shall be documented in a Non-conformance report.

• All remedial action shall be re-worked, re-inspected and signed off by the Testing Agency, the Prime Contractor and Shiel Sexton.


• The Prime Contractor shall be responsible for submitting each fully executed Proof Roll Report to Shiel Sexton.



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Date/Time of Report Report #

Area Description


Testing Agent Prime Contractor Shiel Sexton OwnerLocation Initials/Date Initials/Date Initials/Date Initials/Date

DATE:

PROOF ROLL INSPECTION

SHIEL SEXTON: DATE:

Weather: Cloudy Fair Sunny Rain Snow Windy Temperature (°F): Rising Falling SteadyTest Equipment:Equipment Weight:

SHIEL SEXTON


PROOF ROLL FINAL ACCEPTANCE REPORT

ARCH/ENGINEER:

PRIME CONTRACTOR:

REMARKS/OBSERVATIONS

DATE:

TESTING CONDITIONS