6-2-MP27000-27041730 Approved Plans.pdf

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CHAD HANSEN

No. 14186346

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Email: chad@chadpllc.pro

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GENERAL

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COVER PAGE

DFCM FORMS

DFCM FORMS

Map data ©2026 Google 1 mi

Utah State Fairpark

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A.9

Detail Title

SCALE: 1/8"=1'-0"1

ARCHITECTURAL

A101

A102

PEDESTRIAN PROTECTION PLAN

ROOF PLAN AND DETAILS

A201

A202

EXTERIOR ELEVATIONS

EXTERIOR ELEVATIONS

A302

DRAWING INDEX

PROJECT LOCATION FAIR PARK ENTRANCE

VICINITY PLAN

DFCM PROJECT #27041370

Roof Replacement For:

Utah State Fairpark Rest Room #25 Building

155 1000 W, Salt Lake City, UT 84116

ARCHITECTURAL:

Chad Hansen Architectural Design Clinton, UT 84015 CONTACT: Chad Hansen

PHONE: 801-499-2787

E-MAIL: chad@chadpllc.pro

A/E/C TEAM:

ABBREVIATIONS

A.R.F. ABOVE RAISED FLOOR

B.O. BOTTOM OF

B.O.B. BOTTOM OF BEAM

CENTERLINE

COL COLUMN

EL ELEVATION

E.O.S. EDGE OF STUD

E.W.C. ELECTRIC WATER COOLER

F.F. FINISHED FLOOR

F.F. EL FINISHED FLOOR ELEVATION

F.H.G.B. FUL HEIGHT GYP BOARD

F.R.P. FIRE RESISTANT PANEL

GA GAUGE

G.C. GENERAL CONTRACTOR

GYP GYPSUM BOARD

HORIZ HORIZONTAL

INSUL INSULATION

MBM METAL BUILDING MANUFACTURE

MAX MAXIMUM

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MIN MINIMUM

N.T.S. NOT TO SCALE

O/ OVER

O.C. ON CENTER

REF REFERENCE

SIM SIMILAR

SLAB LINE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.F.F. TOP OF FINISHED FLOOR

T.O.S. TOP OF SLAB

T.S. TUBE STEEL

TYP TYPICAL

VERT VERTICAL

W.C. WATER CLOSET

W/ WITH

W/O WITHOUT

GENERAL NOTES

1. Verification of Existing Conditions: The Contractor and all Subcontractors are responsible for verifying all existing site and building conditions prior to submitting bids, ordering materials, or commencing work. Any discrepancies or conflicts shall be reported to the Architect immediately for resolution.

2. Subcontractor Coordination: The Contractor shall meet with each Subcontractor on-site to review the scope of their work before commencement. Additionally, the Architect will schedule a walkthrough for all prospective bidders to ensure clarity of project requirements.

3. Utility Verification: Utility information shown in the documents is approximate. The Contractor shall field-verify the exact locations of all utilities, whether shown or not, before starting work. Any utilities discovered that are not depicted on the drawings must be reported to the Architect for further instructions.

4. Scope Clarifications: By submitting a bid, the Contractor acknowledges that the construction documents provide a general scoping design of the project. The Contractor is responsible for coordinating all systems, materials, fixtures, and equipment, both new and existing, to ensure compliance with applicable codes and the Owner’s approval.

5. Compliance with Laws and Regulations: All work shall be performed in a safe and workmanlike manner in strict compliance with local and state building codes, the National Electrical Code (NEC), ADA/ANSI accessibility standards, and OSHA requirements.

6. Dust and Containment Measures: The Contractor shall prevent dust migration into adjacent spaces by installing appropriate barriers and evaluating mechanical systems to mitigate dust spread. All measures must be coordinated with the Architect and Owner.

7. Building Security: The Contractor shall ensure the integrity of the building’s security throughout construction. Access plans for customers and staff must be coordinated with the Owner and approved prior to implementation.

8. Cleanliness and Fire Safety: The Contractor shall maintain a clean work area, free of debris and flammable materials. Smoking is prohibited on the site at all times.

9. Modification of Existing Systems: The Contractor is responsible for repairing, rerouting, and extending existing services, piping, and conduits to achieve a complete and compliant installation, even for items not explicitly shown on the drawings but necessary for functionality.

10. Repair and Finish Matching: Where existing finishes are to remain, the Contractor shall paint, patch, and repair surfaces to ensure seamless blending with new work. All existing surfaces must be protected from damage.

11. Schedule Coordination: The Owner is responsible for establishing and adhering to a mutually agreed project schedule with the Contractor. Material ordering and delivery must align with this schedule to avoid delays.

12. Special Inspections: The Contractor shall coordinate and schedule all special inspections as required by Chapter 17 of the International Building Code (IBC), including but not limited to the items outlined in Section 1704.3.1.

13. Document Management: The Architect's project manual, along with these drawings, is part of the contract documents. The Contractor shall ensure that the latest approved plans, specifications, addenda, review comments, change orders, RFIs, and utility directives are available both administratively and on-site.

14. Subcontractor Compliance: All Subcontractors must comply with current applicable building codes and requirements of all enforcement authorities, including building departments and fire marshals.

15. Responsibility for Changes: The Contractor assumes full responsibility for any modifications required in architectural, structural, electrical, or plumbing systems resulting from substitutions or changes in equipment.

NORTH ARROW

ELEVATION ID

DETAIL LABEL

DETAIL ID

MATCH LINE

KEYED NOTE

ADDENDUM/REVISION ID

ROOM ID

WINDOW TYPE

DOOR ID

WALL TYPE

GRID ID

SECTION ID W/CUT LINE

SYMBOL LEGEND

SEE XX/X-XXX

MATCH LINE

A301

A201

W2

101A

1A1

ROOFING PROGRAM MANAGER:

Utah Department of Government Operations Division of Facilities Construction & Management CONTACT: Brandon Stokes, RPM

PHONE: (801) 540-3724

E-MAIL: bdstokes@utah.gov

ICC-A117.1.2017

U - UTILITY AND MISCELLANEOUS

X X

D 90

0 0 0 0

NO

NO NO

16,500

14'-9" EXISTING UNCHANGED

2,000 SF. EXISTING UNCHANGED

N.A.

X

EXISTING UNCHANGED

N.A.

N.A.

N.A.

N.A.

N.A. (EXISTING UNCHANGED)

N.A. N.A.

N.A. (EXISTING UNCHANGED)

THERE ARE NO SPECIAL

INSPECTIONS REQUIRED

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FAIRPARK MAP

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

THOMAS PETERSON

06/24/2026

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CHAD HANSEN

No. 14186346

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Owner/Architect: Chad Hansen Phone: 801-499-2787

Email: chad@chadpllc.pro

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Office of the State Building Official 4315 S 2700 W Taylorsville, UT 84129 Phone: (801) 538-3018 Website: http://dfcm.utah.gov/

Special Inspection, Material Testing & Structural Observation Items Required by Chapter 17 of the 2021 IBC

Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. All items not requiring inspection/testing should be removed from the form. For items requiring continuous inspection, a special inspector must be present onsite during the performance of that task. In most cases “periodic” inspections/tests shall be performed prior to commencing the task, intermittently during the task, and at the completion of the task. The “Detailed Instructions & Frequency” provides a description of the presumed requirements for tasks requiring “periodic” inspections. The design professional in responsible charge should revise the requirements as needed on a project-specific basis.

FABRICATORS (IBC 1704.2.5.1 & 1705.10)

Approved Fabricator Yes No

Fabricators Name:

Fabricators plant location Required In-plant Inspections

Steel Construction Cold-formed Construction

Concrete Construction Other: _______________

Wood Construction Other: _______________

STRUCTURAL STEEL (IBC 1705.2.1, 1705.12.1 & 1705.13.1)

Item Detailed Instructions and Frequencies

PRIOR TO WELDING (TABLE N5.4-1, AISC 360-16):

Welder qualification records Observe Perform Verify welder qualification records and continuity records.

Welding procedures (WPS) and consumable certificates

Observe Perform

Material identification Observe Perform Verify type and grade of material.

Welder identification Observe Perform Confirm a system is in place by which a welder who has welded a joint or member can be identified.

Fit-up groove welds Observe Perform Verify joint preparation, dimensions, cleanliness, tacking, and backing.

Fit-up of CJP welds to HSS T-, Y-and K- joints without backing

Observe Perform Verify joint preparation, dimensions, cleanliness and tacking.

Access holes Observe Perform Verify configuration and finish.

Fit-up of fillet welds Observe Perform Verify dimensions, cleanliness and tacking.

DURING WELDING (TABLE N5.4-2, AISC 360-16):

Control and handling of welding consumables

Observe Perform Verify packaging and exposure control.

Cracked tack welds Observe Perform Verify that welding does not occur over cracked tack welds.

Environmental conditions Observe Perform Verify wind speed is within limits as well as precipitation and temperature.

WPS followed Observe Perform Verify items such as settings on welding equipment, travel speed, welding materials, shielding gas type/flow rate, preheat applied, interpass temperature maintained, and proper position.

4315 S 2700 W Taylorsville, UT 84129

Welding techniques Observe Perform Verify interpass and final cleaning, each pass is within profile limitations, and quality of each pass.

Headed stud anchors Observe Perform Verify placement and installation of head stud anchors.

AFTER WELDING (TABLE N5.4-3, AISC 360-16):

Welds cleaned Observe Perform Verify that welds have been properly cleaned.

Size, length, and location of welds Observe Perform Verify the size, length and location of welds.

Welds meet visual acceptance criteria

Observe Perform Verify that welds meet crack prohibition, base metal fusion, profile, size, undercut, and porosity provisions.

Arc strikes Observe Perform Verify that arc strikes do not exist outside the permanent weld areas.

k-area Observe Perform When welding of doubler plates, continuity plates or stiffeners has been performed in the k-area, visually inspect the web k-area for cracks.

Backing & weld tabs removed Observe Perform If required on the approved construction documents, verify that back and weld tabs are removed.

Repair activities Observe Perform Verify that repair activities are performed in accordance with AISC 360 and AWS D1.1.

Documentation Observe Perform Document the acceptance or rejection of the welded joint or member.

Prohibited welds Observe Perform Verify that no prohibited welds have been added with the approval of the engineer of record.

NONDESTRUCTIVE TESTING (SECTION N5, AISC 360-16):

CJP welds (Risk Cat. II) Observe Perform UT testing shall be performed on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials 5/16-inch thick or greater. (This must be performed on 100% of CJP welds in SDC ‘D-F’ per AISC 341.)

CJP welds (Risk Cat. III or IV) Observe Perform UT testing shall be performed on all CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading in materials 5/16-inch thick or greater.

Welded joints subject to fatigue Observe Perform Welded joints subject to fatigue (see Table A-3.1 of AISC 360) shall have radiographic or UT testing.

PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-16):

Ø Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360-16].

Certifications of fasteners Observe Perform Verify that manufacturer’s certificates are available for fastener materials.

Fasteners marked Observe Perform Verify that fasteners have been marked in accordance with ASTM requirements.

Proper fasteners for joint Observe Perform Verify grade, type, and bolt length if threads are excluded from the shear plane.

Proper bolting procedure Observe Perform Verify proper procedure is used for the joint detail.

Connecting elements Observe Perform Verify appropriate faying surface condition and hole preparation, if specified, meet requirements.

Pre-installation verification testing

Observe Perform Observe and document verification testing by installation personnel for fastener assemblies and methods used.

Proper storage Observe Perform Verify proper storage of bolts, nuts, washers, and other fastener components.

4315 S 2700 W Taylorsville, UT 84129

DURING BOLTING (TABLE N5.6-2, AISC 360-16):

Ø Not required if only snug-tight joints are specified [per Section N5.6(1) of AISC 360-16].

Ø Not required for pretensioned joints using turn-of-the-nut method with match-marking, direct-tension-indicators, or twist-off type tension control method [per Section N5.6(2) of AISC 360-16].

Fastener assemblies Observe Perform Verify that fastener assemblies are of suitable condition, paced in all holes, and washers are positioned as required.

Snug-tight prior to pretensioning Observe Perform Verify that joints are brought to snug-tight condition prior to pretensioning operation.

Fastener component Observe Perform Verify that fastener component is not turned by wrench prevented from rotating.

Pretensioned fasteners Observe Perform Verify that fasteners are Pretensioned in accordance with RCSC Specification, progressing systematically from the most rigid point toward the free edges.

AFTER BOLTING (TABLE N5.6-3, AISC 360-16):

Documentation Observe Perform Document the acceptance or rejection of bolted connections.

OTHER STEEL INSPECTIONS (SECTION N5.7 & N5.8, AISC 360-16; Tables J8.1 & J10.1, AISC 341-16):

Galvanized structural steel Observe Perform Verify that exposed cut surfaces of galvanized structural steel does not include cracks prior to galvanizing the surface.

Structural steel details Observe Perform All fabricated steel or steel frames shall be inspected to verify compliance with the details shown in the approved construction documents, such as braces, stiffeners, member locations, and proper application of joint details at each connection.

Anchor rods and other embedments supporting structural steel

Observe Perform Shall be on the premises during the placement of anchor rods and other embedments supporting structural steel for compliance with construction documents. Verify the diameter, grade, type, and length of the anchor rod or embedded item, and the extent or depth of embedment prior to placement of concrete.

Reduced beam sections (RBS) Observe Perform Verify contour and finish as well as dimensional tolerances (see Table J8.1 of AISC 341-16).

Protected zones Observe Perform Verify that no holes or unapproved attachments are made within the protected zone (see Table J8.1 of AISC 341-16).

H-piles Observe Perform Verify that no holes or unapproved attachments occur within the protected zones of piling (see Table J10.1 of

AISC 341-16).

COMPOSITE CONSTRUCTION – STEEL & CONCRETE (TABLES J9.1, J9.2, J9.3 of AISC 341-16):

Prior to concrete placement Observe Perform Verify type and grade of reinforcing steel; carbon equivalent if other than A706 bars; proper reinforcing steel size, spacing and orientation; that bar has not been re-bent; bar is tied and supported; proper clearances are provided; and composite member has required size.

During concrete placement Observe Perform Verify appropriate mix design; limitations on water added to truck/pump; and proper placement techniques are used to limit segregation.

After concrete placement Observe Perform Document that minimum concrete compressive strength was achieved at specified age.

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STEEL ROOF AND FLOOR DECKS (IBC 1705.2.2 and SDI QA/QC - 2017):

Prior to metal deck attachment Observe Perform Verify and document compliance of materials (deck and all deck accessories) with approved construction documents, including profiles, material properties, and base metal thickness.

After metal deck placement Observe Perform Verify and document compliance of deck, and deck accessories, installation with the approved construction documents. Verify that mill certificates comply with approved construction documents.

Prior to welding Observe Perform Verify that welding procedures and certifications of consumables are available, material is properly identified, and welding equipment is appropriate.

During welding Observe Perform Verify that welders are qualified, proper handling of consumables is provided, that environmental conditions are acceptable and WPS is followed.

After welding Observe Perform Verify size, location and appearance of welds. Verify that repair activities are acceptable.

Prior to mechanical fastening Observe Perform Verify that manufacturer’s installation instructions and tools are available. Verify proper storage of fasteners.

During mechanical fastening Observe Perform Verify that fasteners are positioned appropriately and installed per manufacturer’s instructions.

After mechanical fastening Continuous Periodic Verify spacing and type of all fasteners. Verify that repair activities are acceptable.

OPEN-WEB STEEL JOISTS AND JOIST GIRDERS (IBC TABLE 1705.2.3):

End connections – welded or bolted

Continuous Periodic Visual inspection to confirm that end connections conform to the approved construction documents.

Bridging – horizontal or diagonal Continuous Periodic Visual inspection to confirm that bridging is provided per the approved construction documents.

COLD-FORMED STEEL CONSTRUCTION (IBC 1705.2.4, 1705.11.2, 1705.12.3, and 1705.12.9):

Trusses spanning > 60-feet Continuous Periodic Verify that temporary and permanent truss bracing is installed in accordance with approved truss package.

Performed by code inspection firm.

Wind-force-resisting systems or seismic-force-resisting systems

Continuous Periodic Periodic inspections of welding operations. If fastener spacing is < 4”o.c.: Verify that proper screw attachment, bolting, anchoring and other fastening of shear walls, diaphragms, drag struts, braces, shear panels and holdowns has occurred. Performed by code inspection firm.

Cold-formed steel special bolted moment frame

Continuous Periodic Visual inspections during installation cold-formed bolted moment frames located in Seismic Design Category ‘D-F’.

CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1)

Item Detailed Instructions and Frequencies Reinforcing steel, including prestressing tendons

Continuous Periodic Verify prior to placing concrete that reinforcing is of specified type, grade and size; that it is free of oil, dirt and rust; that it is located and spaced properly; that hooks, bends, ties, stirrups and supplemental reinforcement are placed correctly; that lap lengths, stagger and offsets are provided; and that all

4315 S 2700 W Taylorsville, UT 84129 mechanical connections are installed per the manufacturer’s instructions and/or evaluation report.

Welding of reinforcing steel Continuous Periodic Visually inspect all welds and also verify weldability of reinforcing steel based upon carbon equivalent and in accordance with AWS D1.4. Continuously inspect any welds over 5/16” thick.

Cast-in bolts & embeds Continuous Periodic Inspection of anchors or embeds cast in concrete is required when allowable loads have been increased or where strength design is used.

Post-installed anchors or dowels Continuous Periodic All post-installed anchors/dowels shall be specially inspected as required by the approved ICC-ES report.

Horizontally or upwardly inclined anchors that resist sustained tension loads require continuous inspection and approved installers.

Use of required mix design Continuous Periodic Verify that all mixes used comply with the approved construction documents; ACI 318: Ch. 19, 26.4.3, 26.4.4; and IBC 1904.1, 1904.2.

Concrete sampling for strength tests, slump, air content, and temperature

Continuous Periodic

Concrete & shotcrete placement Continuous Periodic

Curing temperature and techniques

Continuous Periodic Verify that the ambient temperature for concrete is kept at > 50°F for at least 7 days after placement. High-early-strength concrete shall be kept at > 50°F for at least 3 days. Accelerated curing methods may be used (see ACI 318: 26.5.3-26.5.5). The ambient temperature for shotcrete shall be > 40°F for the same period of time as noted for concrete. Shotcrete shall be kept continuously moist for at least 24 hours after shotcreting. All concrete materials, reinforcement, forms, fillers, and ground shall be free from frost. In hot weather conditions ensure that appropriate measures are taken to avoid plastic shrinkage cracking and that the specified water/cement ratio is not exceeded.

Pre-stressed concrete Continuous Periodic ACI 318 26.10

Erection of precast concrete Continuous Periodic Verify that all precast elements are lifted, assembled and braced in accordance with the approved construction documents.

Precast concrete diaphragm connections or reinforcement classified as moderate or high deformability elements in seismic design category C-F.

Continuous Periodic Inspect connections and reinforcement in the field for:

a. Installation of the embedded parts

b. Completion of the continuity of reinforcement across joints.

c. Completion of connections in the field.

Installation tolerances of precast concrete diaphragm connections

Continuous Periodic

Strength verification Continuous Periodic Verify that adequate strength has been achieved prior to the removal of shores and forms or the stressing of post-tensioned tendons.

Formwork Continuous Periodic Verify that the forms are placed plumb and conform to the shapes, lines, and dimensions of the members as required by the approved construction documents.

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MASONRY CONSTRUCTION (IBC 1705.4)

PRIOR TO CONSTRUCTION (Table 3, TMS-602-16):

Review material certificates, mix designs, test results and construction procedures

Continuous Periodic Verify that materials conform to the approved construction documents. Mix design, test results, material certificates, and construction procedures should be submitted to inspector for review. Mortar mix designs shall conform to ASTM C 270 while grout shall conform to ASTM C 476. Material certificates shall be provided for reinforcement; anchors, ties, fasteners, and metal accessories; masonry units; mortar and grout materials. Construction procedures for cold-weather or hot-weather construction shall be reviewed.

AS MASONRY CONSTRUCTION BEGINS (TABLE 4, TMS-602-16):

Proportions of site-prepared mortar

Continuous Periodic Verify that mortar is of the type and color specified on the construction documents, that it conforms to ASTM C 270, and that it is mixed in accordance with Article

2.6 A of TMS-602-16.

Grade and size of prestressing tendons and anchorages

Continuous Periodic Verify that prestressing tendons comply with Article

2.4 B of TMS-602-16 and that anchorages, couplers, and end blocks comply with Article 2.4 H.

Reinforcement, connectors, and anchorages

Continuous Periodic Verify that reinforcement, connectors, and anchorages are of the proper grade, type and size in accordance with Article 3.4 of TMS-602-16. Prestressing tendons shall be placed per Article 3.6 A.

Prestressing technique Continuous Periodic Verify that prestressing technique complies with Article 3.6 B of TMS-602-16.

Properties of thin-bed mortar for AAC masonry

Continuous Periodic Verify that mortar complies with Article 2.1 C of TMS-602-16. (If Risk Category IV this should be performed on a continuous basis.)

Sample panel Continuous Periodic Verify that sample panels are properly constructed and that subsequent work conforms per Article 1.6 D of TMS-602-16. (If Risk Category IV this should be performed on a continuous basis.)

PRIOR TO GROUTING (TABLE 4, TMS-602-16):

Grout space Continuous Periodic Verify that grout space is free of mortar droppings, debris, loose aggregate, and other deleterious materials and that cleanouts are provided per Article 3.2 D and

3.2 F of TMS-602-16. (If Risk Category IV this should

be performed on a continuous basis.)

Placement of prestressing tendons and anchorages

Continuous Periodic Verify that prestressing tendons and anchorages are installed per the approved construction documents and per Articles 2.4 and 3.6 of TMS-602-16.

Placement of reinforcement, connectors, and anchor bolts

Continuous Periodic Verify that reinforcement, joint reinforcement, wall ties, anchor bolts and veneer anchors are installed in accordance with the approved construction documents and Articles 3.2 E and 3.4 of TMS-602-16. (If Risk Category IV this should be performed on a continuous basis.)

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Proportions of site-prepared grout and prestressing grout for bonded tendons

Continuous Periodic Verify that grout is proportioned per ASTM C 476 and has a slump between 8-11 inches. Self-consolidated grout shall not be proportioned onsite. (see Articles 2.6 B and 2.4 G.1.b of TMS-602-16.)

DURING MASONRY CONSTRUCTION (TABLE 4, TMS-602-16):

Materials and procedures Continuous Periodic Ensure that materials and procedures conform to the approved construction documents and Article 1.5 of

TMS-602-16.

Placement of masonry units and mortar joint construction

Continuous Periodic Verify that masonry units are properly placed and that mortar joint construction conforms to Article 3.3 B of

TMS-602-16.

Size and location of structural elements

Continuous Periodic Verify the locations of structural elements with respect to the approved plans and confirm that tolerances meet the requirements of Article 3.3 F of TMS-602-16.

Type, size, and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

Continuous Periodic Verify that correct anchorages and connections are provided per the approved plans and Sections 1.2.1,

6.2.1 and 6.3.1 of TMS-402-16. (If Risk Category IV this should be performed on a continuous basis.)

Welding of reinforcement Continuous Periodic

Preparation, construction, and protection of masonry during cold weather (<40°F) or hot weather (>90°F).

Continuous Periodic Verify that cold-weather construction is performed in accordance with Article 1.8 C of TMS-602-16 and hot weather construction per Article 1.8 D of TMS-602-16.

Application and measurement of prestressing force

Continuous Periodic

Placement of grout and prestressing grout for bonded tendons is in compliance

Continuous Periodic

Placement of AAC masonry units and construction of thin-bed mortar joints

Continuous Periodic Verify that mortar is placed in accordance with Article

3.3 B.9 of TMS-602-16. (If Risk Category IV this

should be performed on a continuous basis.)

Observation of grout specimens, mortar specimens, and/or prisms

Continuous Periodic Confirm that specimens/prisms are performed as required by Article 1.4 B of TMS-602-16. (If Risk Category IV this should be performed on a continuous basis.)

MINIMUM TESTING:

Verification of f’m and f’AAC Continuous Periodic Determine the compressive strength for each wythe by the “unit strength method” or by the “prism test method” as specified in Article 1.4 B of TMS 602-16 prior to construction. (For Risk Category IV buildings this should be verified at every 5,000ft² of construction.)

Verification of Slump Flow and Visual Stability Index (VSI) for self-consolidating grout

Continuous Periodic Compressive strength tests should be performed in accordance with ASTM C 1019 for slump flow and ASTM C 1611 for VSI.

Verification of proportions of materials in premixed or pre-blended mortar and grout

Continuous Periodic Verify that proportions for mortar meet ASTM C 270 and proportions for grout meet ASTM C 476. (This applies to Risk Category IV buildings only.)

4315 S 2700 W Taylorsville, UT 84129

WOOD CONSTRUCTION (IBC 1705.5, 1705.11.1 & 1705.12.2)

High-load diaphragms Continuous Periodic Verify thickness and grade of sheathing, size of framing members at panel edges, nail/staple diameters and length, and the number of fastener lines and fastener spacing per approved plans. Performed by code inspection firm.

Wood trusses spanning > 60-feet Continuous Periodic Verify that temporary and permanent truss bracing is installed in accordance with approved truss package.

Performed by code inspection firm.

Structural wood Continuous Periodic If fastener spacing is < 4”o.c.: Verify that proper nailing, bolting, anchoring and other fastening of shear walls, diaphragms, drag struts, braces, and holdowns.

Performed by code inspection firm.

MASS TIMBER CONSTRUCTION (IBC 1705.5.3)

Anchorage of connections of mass timber to timber deep foundation systems

Continuous Periodic

Erection of mass timber construction

Continuous Periodic

Sealing of mass timber Continuous Periodic Where sealant or adhesive required by IBC 703.7 is applied to mass timber building elements in the construction documents.

Inspection of connections where installation methods are required to meet design loads

See below See below

Threaded fasteners Continuous Periodic Verify use of proper installation equipment Verify use of pre-drilled holes where required.

Inspect screws, including diameter, length, head type, spacing, installation angle and depth.

Adhesive anchors installed horizontally or upwardly inclined to resist sustained tension

Continuous Periodic

Adhesive anchors installed downwardly inclined

Continuous Periodic

Bolted connections Continuous Periodic

Concealed connections Continuous Periodic

SOILS CONSTRUCTION (IBC 1705.6)

Verify subgrade is adequate to achieve design bearing capacity

Continuous Periodic Prior to placement of concrete.

Verify excavations extend to proper depth and material

Continuous Periodic Prior to placement of compacted fill or concrete.

Verify that subgrade has been appropriately prepared prior to placing compacted fill

Continuous Periodic Prior to placement of compacted fill.

Perform classification and testing Continuous Periodic All materials shall be checked at each lift for proper

✻ THERE ARE NO SPECIAL INSPECTIONS REQUIRED ✻

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

S

CHAD HANSEN

No. 14186346

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4315 S 2700 W Taylorsville, UT 84129 of compacted fill materials classifications and gradations not less than once for each 10,000ft² of surface area.

Verify proper materials, densities and lift thicknesses during placement and compaction.

Continuous Periodic Verify use of proper materials and procedures in accordance with the geotechnical report. Verify densities and lift thicknesses during placement and compaction of compacted fill.

DRIVEN DEEP FOUNDATIONS (IBC 1705.7)

Verify materials, sizes and lengths Continuous Periodic

Determine capacities and conduct necessary load tests

Continuous Periodic

Observe driving operations Continuous Periodic

Verify placement locations & plumbness, confirm type & size of hammer, record number of blows per foot, record tip and butt elevations and document any damage to element

Continuous Periodic

Perform additional inspections for steel, concrete or other specialty elements.

Continuous Periodic Steel per IBC 1705.2 Concrete per IBC 1705.3 Specialty items per registered design professional

CAST-IN-PLACE DEEP FOUNDATIONS (IBC 1705.8)

Observe drilling operation and reporting

Continuous Periodic

Verify placement locations & plumbness, confirm element diameters, lengths, embedment and adequate end-bearing capacity. Record concrete or grout volumes.

Continuous Periodic

Perform additional inspections for concrete elements.

Continuous Periodic Concrete per IBC 1705.3

HELICAL PILE FOUNDATIONS (IBC 1705.9)

Record installation equipment used, pile dimensions, tip elevations, final depth, and final installation torque

Continuous Periodic

Verify that helical piles used match the approved submittal

Continuous Periodic

SPRAYED FIRE-RESISTANT MATERIALS (IBC 1705.15)

Surface preparation Continuous Periodic Prior to application confirm that surface has been

4315 S 2700 W Taylorsville, UT 84129 prepared per the approved fire-resistance design and manufacturer’s instructions.

Material thickness Continuous Periodic Samples shall be taken from selected floor, roof and wall assemblies and structural members. No more than 10% of the samples shall be less than the thickness required by the fire-resistance design.

Material density Continuous Periodic Density tests shall be performed in accordance with ASTM E 605 for every 2,500ft² of floor, roof or wall area. One sample must also be provided for each beam, girder, truss or column at each story.

Bonding strength Continuous Periodic Bond strength tests shall be performed in accordance with ASTM E 736 for every 2,500ft² of floor, roof or wall area. One sample must also be provided for each beam, girder, truss or column at each story. The bond strength shall not be less than 150psf.

MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS (IBC 1705.16 & AWCI 12-B)

Surface preparation Continuous Periodic Prior to application confirm that surface temperature and substrate are acceptable and that a compatible primer is used in accordance with AWCI 12-B.

Thickness Continuous Periodic Record thickness of primer or other existing coating on substrate prior to application of coating. Final thickness of coating must be verified in multiple locations prior to applying topcoat per AWCI 12-B.

EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) (IBC 1705.17)

Material and installation Continuous Periodic Verify that water-resistive barrier, complying with

ASTM E 2570, is installed appropriately over a sheathing substrate. Performed by code inspection firm. (Not required if applied over concrete, masonry, or if a means of draining moisture to exterior is provided.)

FIRE-RESISTANT PENETRATIONS AND JOINTS (IBC 1705.18)

Ø Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5 or in fire areas containing group R occupancies with an occupant load greater than 250.

Item Detailed Instructions and Frequencies Penetration firestops Continuous Periodic Listed systems shall be inspected in accordance with

ASTM E 2174.

Fire-resistant joint systems Continuous Periodic Listed systems shall be inspected in accordance with

ASTM E 2393.

SMOKE CONTROL (IBC 1705.19)

Verify device locations and perform leakage testing

Continuous Periodic During erection of ductwork and prior to concealment.

As defined by rational analysis.

Pressure difference testing, flow measurements and detection and

Continuous Periodic Prior to occupancy and after sufficient completion. As defined by rational analysis.

4315 S 2700 W Taylorsville, UT 84129 control verification

ARCHITECTURAL COMPONENTS (IBC 1705.13.5)

Ø Only required for buildings located within Seismic Design Category D, E, or F.

Item Detailed Instructions and Frequencies Erection and fastening of exterior cladding or interior and exterior veneers

Continuous Periodic Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Performed by code inspection firm. (Not required if < 30 feet or less than 5psf).

Erection and fastening of interior and exterior nonbearing walls

Continuous Periodic Verify appropriate materials, fasteners and attachment at commencement of work and at completion.

Performed by code inspection firm. (Not required if < 30 feet or for interior walls < 15psf).

Access floors Continuous Periodic Verify that anchorage complies with approved construction documents. Inspection of post-installed anchors shall comply with approved ICC-ES report.

STORAGE RACKS (IBC 1705.13.7)

Ø Only required for buildings located within Seismic Design Category D, E, or F.

Item Detailed Instructions and Frequencies Materials used Continuous Periodic

Fabricated storage rack elements Continuous Periodic IBC 1704.2.5

Storage rack anchorage installation.

Continuous Periodic Verify that anchorage complies with approved construction documents. Inspection of post-installed anchors shall comply with approved ICC-ES report.

Performed by code inspection firm.

Completed storage rack system Continuous Periodic Verify that completed system complies with the approved construction documents.

MECHANICAL & ELECTRICAL COMPONENTS (IBC 1705.13.6)

Ø Only required for buildings located within Seismic Design Category C, D, E, or F.

Item Detailed Instructions and Frequencies Anchorage of emergency or standby power systems

Continuous Periodic Verify that anchorage complies with approved construction documents.

Performed by code inspection firm.

Installation of piping systems carrying flammable, combustible or highly toxic materials

Continuous Periodic Verify that installation and restraint comply with approved construction documents.

Performed by code inspection firm.

Installation of HVAC ductwork containing hazardous materials

Continuous Periodic Verify that installation and restraint comply with approved construction documents.

Performed by code inspection firm.

Installation of vibration isolation systems having a clearance of ≤¼”

Continuous Periodic Verify that installation complies with approved construction documents and manufacturer’s recommendations.

4315 S 2700 W Taylorsville, UT 84129

Clearances to fire sprinkler drops and sprigs

Continuous Periodic Verify that 3-inches of clearance exists between MEP or structural elements and sprinkler drops or sprigs.

Performed by code inspection firm. (Not required if flexible sprinkler piping is used).

Designated seismic systems Continuous Periodic Verify seismic qualification per Section 13.2.2 of ASCE 7. Verify that the label, anchorage or mounting conforms to the manufacturer’s certificate of compliance. Performed by code inspection firm.

SEISMICALLY ISOLATED STRUCTURES (IBC 1705.13.8 & 1705.14.4)

Prototype tests Continuous Periodic Prototype tests shall be performed on selected samples prior to construction in accordance with Section 17.8 of

ASCE 7-16.

Fabrication and installation Continuous Periodic Verify that fabrication and installation of isolator units and energy dissipation devices conform to manufacturer’s recommendations and approved construction documents.

SPECIAL CASES (IBC 1705.1.1) – material alternatives or unusual design applications

Material and installation Continuous Periodic Per design professional in responsible charge or report from an accepted accreditation agency (i.e. ICC-ES).

MISCELLANEOUS AREAS

Ø These inspections may be recommended by the Architect/Engineer and are to be approved by DFCM.

Item Detailed Instructions and Frequencies Suspended Acoustical Ceilings Continuous Periodic Performed by code inspection firm.

Soil backfill (specify locations and frequency)

Continuous Periodic

Soils for curb and gutter (specify locations and frequency)

Continuous Periodic

Soils for parking lots (specify locations and frequency)

Continuous Periodic

Soils for utility trench backfill Continuous Periodic

Reinforcement for slab on grade sidewalks and drive approaches (specify locations and frequency)

Continuous Periodic

Reinforcement for interior slab on grade (specify locations and frequency)

Continuous Periodic

Concrete testing for slab on grade sidewalks and drive approaches (specify locations and frequency)

Continuous Periodic

Concrete testing for interior slab on grade (specify locations and frequency)

Continuous Periodic

Asphalt inspection (specify locations and frequency)

4315 S 2700 W Taylorsville, UT 84129

Asphalt testing (specify locations and frequency)

Continuous Periodic

Steam and water line welding (specify locations and frequency)

Continuous Periodic

Seismic supports for duct work and sealing of joints for duct work

Continuous Periodic

Seismic supports for electrical raceways, cable trays and lights

Continuous Periodic

Seismic supports for plumbing lines including gas, water and steam and condensation

Continuous Periodic

Seismic bracing for mechanical units both on slab and suspended

Continuous Periodic

Continuous Periodic

Continuous Periodic

Special Inspectors Shall:

• Be approved by the Building Official prior to performing any duties;

• Provide proof of licensure as a special inspector by the State of Utah for each type of inspection;

• Inspection reports are to meet the requirements of IBC 1704.2.4 and DFCM standards;

• Inspection reports are to be submitted to the code consultant, architect, DFCM project manager, and the State of Utah

Building Official within 48 hours of performing inspections;

• A final inspection report shall be submitted following completion of the project documenting the types of special inspections performed and a statement indicating that the structure is in compliance with the approved construction documents and applicable codes (see IBC 1704.2.4).

CONTRACTOR’S STATEMENT OF RESPONSIBILITY (IBC 1704.4)

The following statement must be provided on the plans along with a signature from the contractor prior to permit issuance.

Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special inspector access to approved plans and contract documents at the job site. All special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request.

Declaration by General Contractor

I, the General Contractor of the project, agree to comply with the “Contractor Responsibility” items noted above.

Signature Date

4315 S 2700 W Taylorsville, UT 84129

STRUCTURAL OBSERVATIONS (IBC 1704.6)

Item Proposed Frequency Name of Structural Observer Footings & Piers Required

Mat Foundations Required

Deep Foundations Required

Grade Beams Required

Concrete Walls Required

Masonry Walls Required

Wood Walls Required

Steel Moment Frames Required

Steel Braced Frames Required

Concrete Moment Frames Required

Concrete Diaphragms Required

Steel Deck Diaphragms Required

Wood Diaphragms Required

Post-tensioned Deck Required

Other: Required

Other: Required

Other: Required

Other: Required

Structural Observer’s Shall:

• Provide proof of licensure as a licensed professional/structural engineer by the State of Utah;

• If structural observations are performed by individuals other than the design professional in responsible charge, they should first be approved by the Building Official.

• At the conclusion of work a final structural observation report must be submitted to the Building Official noting any deficiencies which, to the best of the structural observer’s knowledge, have not been resolved (see IBC 1704.6).

Last Revised: 8/2023

NONSTRUCTURAL COMPONENT CHECKLIST

ITEM DESCRIPTION NOT

REQUIRED

ON CONST.

DOCUMENTS

DEFERRED

SUBMITTAL COMMENTS

Architectural Components:

Interior Nonstructural Walls & Partitions

Cantilever Elements (i.e. parapets, etc.)

Exterior Nonstructural Wall Elements

Veneer

Penthouses

Ceilings (i.e. suspended grid or hard-lid)

Cabinets (i.e. storage cabinets, equip, etc.)

Access Floors

Storage Racks

Appendages & Ornamentations

Signs & Billboards

Other:

Other:

MEP Components:

Fire Sprinklers

Mechanical Equipment (i.e. HVAC, fans, air handlers, boilers, furnaces, tanks, chillers, water heaters, heat exchangers, evaporators, engines, turbines, pumps, compressors, MFR equipment, etc.)

Electrical Equipment (i.e. generators, batteries, inverters, transformers, MCC, panel boards, switch gear, cabinets, etc.)

Elevator & Escalator Components

Communication Equipment, Computers, Instrumentation, and Controls

Roof-mounted Chimneys, Stacks, Cooling & Electrical Towers

Lighting Fixtures

Vibration Isolated Components

Piping & Conduit Systems

Ductwork (including in-line components)

Conveyors

Cable Trays

Other:

Other:

NOTES:

1. Deferred submittals for seismic restraint of nonstructural components must be submitted to the DFCM Building Official a minimum of two weeks prior to the planned installation in order to allow for plan review and forwarding to inspectors. In the event that the submittal is deficient additional time may become necessary.

2. When seismic restraint of non-structural components is installed prior to receiving DFCM approval it shall not be covered or concealed until receiving both plan review and inspection approval. Further, installers are proceeding at their own risk until plan review and inspection approval occurs.

3. The requirements for seismic restraint of nonstructural components cannot be satisfied by a general reference to Design Manuals. The design professional may utilize these manuals as a basis of their design, but must provide all supporting documentation to ensure that the design conforms to the requirements of ASCE 7-05, Chapter 13.

4. Submittals must include details of the proposed seismic restraint of nonstructural components. These details must show specific information relating to the materials, type, size, and locations of anchorages; materials used for bracing; attachment requirements of bracing to structure and component; and locations of transverse and longitudinal sway bracing and rod stiffeners. Submittals may also require structural calculations, engineering reports, test data, and/or specifications to ensure code compliance.

X X X X X X X X X X X

X

X

X

X X

X X X X X X X

X X

X X

✻ THERE ARE NO SPECIAL INSPECTIONS REQUIRED ✻

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

S

CHAD HANSEN

No. 14186346

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Owner/Architect: Chad Hansen Phone: 801-499-2787

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(E) ASPHALT PAVING

(E) ASPHALT PAVING

(E) ASPHALT PAVING

ADA EXIT

ADA EXIT

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(E) SIDEWALK

(E ) S

ID

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(E ) S

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EXISTING HVAC

EQUIPMENT - PROTECT

DURING CONSTRUCTION

EXISTING FENCE - PROTECT

DURING CONSTRUCTION

EXISTING DUMPSTERS

EXISTING TREES - PROTECT

DURING CONSTRUCTION

EXISTING TREES - PROTECT

DURING CONSTRUCTION

EXTEND FENCE TO

EXISTING FENCE

EXTEND FENCE TO

EXISTING FENCE

EDGE OF EXISTING

SIDEWALK & BUILDING

UNDER EAVE

EDGE OF EXISTING

SIDEWALK & BUILDING

UNDER EAVE

EDGE OF EXISTING

SIDEWALK & BUILDING

UNDER EAVE

XXXX

X

X

X

X X

(E) GRAVEL

(E) GRAVEL

R.R. 25

BUILDING

PIONEER

BUILDING

POULTRY BARN

BUILDING

2X6 BOTTOM PLATE-CONTINUOUS

3/4" WOOD SHEATHING

2X4 FRAMING AT 24" O.C.

BETWEEN POSTS

2X6 POST @ 12' O.C. MAX.

2X4 KNEE BRACE - BOTH

DIRECTIONS (AT EACH POST)

* 2X8 JOISTS @ 24" O.C. OR AS

REQ'D. TO MEET SPAN

4X12 CONTINUOUS STRINGER

3/4" CDX PLYWOOD

2X4 CURB

NOTE:

THIS DETAIL REPRESENTS MINIMUM

REQUIREMENTS, HOWEVER A DEFERRED

SUBMITTAL IS REQUIRED FOR "*" ITEMS

NOTE:

* CONTRACTOR TO PROVIDE ANCHORAGE OR

SAND BAGS AS REQ'D. TO STABILIZE STRUCTURE

NOTE:

REFER TO PLAN FOR OPENINGS IN

STRUCTURE TO ALLOW ACCESS WHERE

DOUBLE ARROWS ARE SHOWN.

CONSTRUCT WIDTH PER SHOWN ON PLAN

3'- 0"

8'- 0"

M

IN

6"

1/4" SLOPE

5'-0" CLEAR MIN.

SCALE: 1/8" = 1'-0"1 PEDESTRIAN PROTECTION PLAN

SCALE: 3/4" = 1'-0"2 COVERED WALKWAY

LEGEND

EXIT/ENTRANCE OF COVERED WALKWAY

COVERED WALKWAY - REFER TO DETAIL & NOTES

PEDESTRIAN PROTECTION NOTES:

1. COVERED WALKWAY TO BE CONSTRUCTED PER SECTION 3306.7 OF THE 2021 IBC - COVERED WALKWAYS SHALL BE DESIGNED TO

SUPPORT ALL IMPOSED LOADS - IN NO CASE SHALL THE DESIGN LIVE LOAD BE LESS THAN 150 PSF FOR THE ENTIRE STRUCTURE - PROVIDE ADEQUATE LIGHTING AT ALL TIMES - INSTALL IN AREAS WHERE OVERHEAD WORK IS OCCURRING - COORDINATE HEIGHT OF COVERED WALKWAYS WITH EXTG. EXTERIOR DOOR / STAIR / LANDING (ETC.) - REFER TO TYPICAL COVERED WALKWAY DETAIL - PROVIDE OPENINGS / ACCESS INTO WALKWAY WHERE INDICATED ON PLAN - CONTRACTOR CAN USE SCAFFOLDING AS THEIR COVERED WALKWAY PROTECTION IF IT MEETS ALL CODE REQUIREMENTS AS CALLED FOR PER SECTION 3306.7 OF THE 2021 IBC - FIELD VERIFY EXISTING CONDITIONS WHERE COVERED WALKWAY IS INDICATED TO BE PROVIDED AND WORK AROUND AS REQUIRED.

2. TYPICAL 6' HIGH TEMPORARY CHAIN LINK FENCE WITH NO GAPS LARGER THAN 4" - FENCED AREA IS TO PREVENT ACCESS TO THE AREA ADJACENT TO THE BUILDING DURING THE ENTIRE CONSTRUCTION PROJECT - FIELD VERIFY ALL EXISTING CONDITIONS AS REQUIRED TO

PROPERLY INSTALL ENCLOSURE FENCING.

3. INSTALLATION OF COVERED WALKWAYS, BARRIERS & OTHER STAGING - SHALL BE COORDINATE WITH OWNER & FIRE MARSHAL.

4. CONTRACTOR SHALL COMPLY WITH SAFETY REQUIREMENTS CONTAINED IN THE GENERAL CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE PROTECTION OF PEDESTRIANS AS REQUIRED IN 2018 IBC, CHAPTER 33, SECTION 3306. A SUBMITTAL FOR THIS SHALL BE REQUIRED INCLUDING DRAWINGS; STRUCTURAL CALCULATIONS FOR COVERED WALKWAYS, ETC. THIS MAY INCLUDE WALKWAYS, DIRECTIONAL BARRICADES, CONSTRUCTION RAILINGS, BARRIERS, COVERED WALKWAYS AND PROCEDURES FOR REPAIR, MAINTENANCE AND REMOVAL OF PROTECTION ELEMENTS.

5. CONTRACTOR SHALL MAINTAIN SITE IN A MANNER THAT WILL NOT POSE A HAZARD TO EMPLOYEES, CONTRACTORS, VISITORS TO THE

SITE, OR NEIGHBORING OFF SITE PROPERTY.

6. ALL EXTG. SPACES AND PROPERTIES ADJACENT TO DEMOLITION / CONSTRUCTION / STORAGE AREAS SHALL REMAIN CLEAN. ANY DEBRIS SHALL BE REMOVED FROM WORK AREAS DAILY. IF REQUIRED, CLOSE OFF EXTG. MECHANICAL SUPPLY/RETURN TO PREVENT DUST/DEBRIS FROM ENTERING/EXITING CONSTRUCTION AREA. COORDINATE W/ BUILDING MAINTENANCE STAFF.

7. CONTRACTOR TO REMOVE, STORE AND PROTECT EXISTING MOVEABLE ITEMS (TYP.). COORDINATE WITH OWNER FOR RELOCATION OR RE-USE. CONTRACTOR TO REPAIR AND/OR REPLACE ANY ITEMS IN OR ON THE BUILDING, OR WITHIN PROJECT SITE THAT ARE DAMAGED

BY CONSTRUCTION ACTIVITIES DURING THE CONSTRUCTION PROCESS.

TYP. CHAIN LINK FENCE BARRIER - REFER TO NOTES

DIVISION OF FACILITIES

CONSTRUCTION AND

MANAGEMENT

REVIEWED FOR

CODE COMPLIANCE

S

CHAD HANSEN

No. 14186346

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