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Permit Review Detail

Permit Number: T03CM01070
Parcel: 14118520C

Review Status: Completed

Review Details: 3RD PARTY REVIEW-COMMERCIAL

Permit Number - T03CM01070
Review Name: 3RD PARTY REVIEW-COMMERCIAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
04/08/2003 EROSE1 FIRE REVIEW Needs Review
04/08/2003 EROSE1 WATER REVIEW Needs Review
04/08/2003 WILDAN 3RD PARTY REVIEW-COMMERCIAL REVIEW Denied GENERAL COMMENTS:

Sheet T.1

1. Code compliance shall be identified for the following codes as adopted by the City of Tucson:
a. 2000 IBC
b. 2000 IMC
c. 1999 NEC
d. 1994 UPC
e. 1998 IECC
f. 1997 UAC

ARCHITECTURAL COMMENTS:

Sheet T.1

1. Please identify the maximum occupant load for the proposed building. Reference IBC Section 1003.2.2.

2. Please revise building area to agree with other documents. Reference IBC Section 106.1.1.

Sheet C.3

1. Provide material and construction details for the proposed 8 feet high chain link fence and gate. Reference IBC Sections 105.2 and 106.1.1.

Sheet UT.01

1. Please identify the sewer pipe slopes for the building sewers to the private sewer. Reference UPC Sections 708 and 718.

Sheet A1.3

1. Identify the products and materials being proposed for storage in the warehouse, including any material quantities that are limited by nature of toxicity or hazard. Reference IBC Sections 311.2 and 307.1.

2. Provide note on the drawing identifying the requirement that all storage racks and palleting over eight feet high, requires a separate City of Tucson permit. Reference IBC Section 106.

Sheet A2.2

1. Identify the interior finish classifications as required. Reference IBC Section 803.

Sheet A3.1

1. Provide architectural detail for the interface between the masonry wainscot wall and the metal building siding. Reference IBC Section 1403.

2. Identify proposed building insulation type(s) and the required flame spread and smoke developed ratings for proposed insulations and exposed facings. Reference IBC Section 718.

Sheet A5.1

1. Clarify location of entry foyer and reception shown for warehouse. Reference IBC Section 106.1.1.

STRUCTURAL COMMENTS:

Sheet S1.1

1. Epoxy anchors are proposed for use under ER-5279. The use of epoxy anchors for resisting seismic loads is not acceptable under the 2000 IBC in either concrete or masonry. The use of the anchors for dead and live loads and wind loads for CMU grouted masonry is for masonry with f'm = 2,000 psi and course grout. Please review and clarify specific allowable uses for the proposed epoxy anchors.

2. Reference on plans ACI 530.1 for masonry compliance. Reference IBC Section 2104.

3. The required length of reinforcing lap splices for masonry construction varies with the number of parallel bars, bar size, cell width, grout size, etc. as required by formulae. Please review and show compliance. Reference IBC Section 2107.2.3.

4. Maximum grout lift shall be noted to be 5 feet. Reference ACI-530.1, Section 3.5.D.

5. Identify the specific edition of material design standard in accordance with IBC Chapter 35.

6. The Metal Building Manufacturer's Association standards and specifications are not accepted under the 2000 IBC. Delete reference. Reference IBC Section 102.4.

7. Add note that design submittal documents prepared by others shall be reviewed and noted thereon as accepted by the registered design professional in responsible charge for the project prior to submittal to the building official. Reference IBC Section 106.3.4.

8. Building Type is II-B. The use of wood within a Type II building is limited by IBC. Please review and coordinate with architect, the proposed uses of structural plywood.

9. Special inspections shall be identified as required by IBC 1704. Please review and show coordinated compliance and provide the special inspections documents required by the City of Tucson. Reference IBC Section 1704.

Sheet S1.2

1. Adjacent isolated footings shall have a maximum slope of 30 degrees 1V:1.732H connecting the bottom edges of footings. Review and revise. Reference IBC Section 1805.2.2.

2. Coordinate Typical Anchor Bolt Details with General Structural Notes and review comments. Reference IBC Section 106.1.1.

Sheet S3.1

1. Notes on masonry wall details, identify that the metal building bottom girt shall not be connected to the masonry wainscot wall. Please coordinate requirements with the architect and provide structural design calculation for the deflection and load compatibility at the proposed building interface of masonry wall, metal building girt and siding. Reference IBC Section 1604.3.

2. Wind calculations for masonry wainscot wall shall use wind load as required for components and cladding. Design wind area equals 16 s.f. Please review and coordinate. Reference IBC Section 1609.6.5.

PLUMBING COMMENTS:

1. Building plumbing drainage lines shall be noted to have slope gradients of ΒΌ inch per foot minimum. Reference UPC Section 708 and 718.

MECHANICAL COMMENTS:

1. The mechanical portion has been reviewed and accepted.

ELECTRICAL COMMENTS:

Sheet E1.5

1. Provide catalog cuts of proposed exterior lighting fixtures for compliance with the City of Tucson Outdoor Lighting Code. Reference IBC Section 106.1.1.

2. Site plan does not show any pole lights. Review and clarify intent for equipment yards. Reference IBC Section 106.1.1.

ENERGY CODE COMMENTS:

Sheet E1.3

1. Provide interior lighting load calculations. Reference IECC Section 705.4.

ACCESSIBILITY COMMENTS:

Sheet A5.1

1. Dimension the required the threshold detail for all exit doors. Reference IBC Section 1003.3.1.6.
04/08/2003 EROSE1 ENGINEERING REVIEW Needs Review
04/08/2003 ELAINE ROSE ZONING REVIEW Needs Review
04/08/2003 EROSE1 WWM REVIEW Needs Review

Final Status

Task End Date Reviewer's Name Type of Review Description
04/08/2003 ELAINE ROSE OUT TO CUSTOMER Completed