Microfiche records prior to 2006 have not been completely digitized and may not be available yet on PRO. If you cannot find what you are looking for please submit a records request.

Permit Number: T03CM01507
Parcel: 125090630

Review Status: Completed

Review Details: 3RD PARTY REVIEW-REVISION/OTHER

Permit Number - T03CM01507
Review Name: 3RD PARTY REVIEW-REVISION/OTHER
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
06/27/2003 STANTEC 3RD PARTY REVIEW-COMMERCIAL REVIEW Denied GENERAL COMMENTS:

The site plan indicates the property line at 3-feet from the existing building wall. However, the architectural plan scales at a lesser dimension. Please review and clarify. (R 302.1)


ARCHITECTUAL COMMENTS:

Sheet A.4

1. Unless roofs are sloped to drain over the eaves, roofs shall be provided with a primary drain system and an overflow drain system. A primary roof drain scupper shall be located at the roofline low point and sized in accordance with the International Plumbing Code for a design rainfall of 3 inches per hour. The secondary emergency overflow roof scupper shall be three times the size of the primary roof drain, with invert 2 inches above the low point of the roof. Please review and clarify. (R903.4)





2. In areas of expansive or collapsible soils, dwellings shall have a controlled method of water disposal from roofs that will collect and discharge all roof drainage at least 5 feet from foundations or to an approved drainage system. The grade away from foundation walls shall fall a minimum of 6 inches within the first 10 feet. Where lot lines, walls slopes or other physical barriers prohibit 6-inch fall within 10 feet, drains or swales shall be provided to ensure drainage away from the structure. Please review and clarify. (R401.3, R801.3)

3. Please clarify the interface of new roof and existing roof with a detail section. (R106.1.1)

Sheet A.5

1. Provide a post-base detail for the exposed exterior wood posts resting on concrete foundations. (R323.1.4)



STRUCTURAL COMMENTS:

Sheet S.1 / S.2 / S.3

1. Identify structural material specification for building materials used in the construction. For engineered wood structural products, provide the manufacturer's catalog cut showing member selection sizes, spans and other criteria. (R402.2, R404.4.6, R502.1, R503, R502.1, R502.1.4, R602, R802.1, R803.2, R802.7.2)

2. Identify structural design criteria. (R301)

3. Provide note for foundations to bear upon undisturbed natural soils or engineered fills. Engineered fills and fill materials shall comply with an approved soils report. Fill materials shall be compacted to not less 95% Modified Proctor in accordance with ASTM D 1557. A soils report is not required if the depth of compacted fill is less than 12 inches thick, but the compaction shall be verified by a qualified inspector approved by the building official. (R403, IBC 1803.4)

4. Provide notation for soils termite protection. (R324)

5. Provide notation for CMU masonry construction to comply with ACI-530. CMU units shall comply with ASTM C90. Identify mortar type and compliance with ASTM C270. Grout shall comply with ASTM C476 (R606, R607, R608, R609)

6. Provide notation for top of foundation to be not less than 6 inches above finish grade. (R404.1.6)

7. Provide notation for anchor bolts to be embedded not less than 7 inches within the cast-in-place concrete foundation. (R403.1.6)





PLUMBING COMMENTS:

Sheet P.1

1. Gas piping shall not be placed below building slabs. Please correct notation. (UPC 1211.3)

2. Correct waste and water supply fixture unit schedule. (UPC Table 6-3,UPCTable 7-3)

3. Provide a schedule of connected gas demands. Show on the plan, the routing of all gas piping within the new and existing building for proper sizing of gas line. (UPC 1217)


MECHANICAL COMMENTS:

Sheet M.1

1. All HVAC ducts shall be substantially sealed air tight with tapes, mastics gasketing or other approved closure systems. Tapes and mastics shall comply with UL 181A and or UL 181B. Unlisted products such as "duct tape" shall not be used. (M1601.3)


ELECTRICAL COMMENTS:

Sheet E.1

1. Clarify single line service diagram for existing and new panels. (E3501)

2. Clarify service conductor and panel feeder conductor size, rating and capacity. (E3503)

3. Clarify branch conductor size and rating from panels. (E3602)

4. Provide connected load calculations for determination of total service load for existing and new construction. (E3502.2)


ENERGY CODE COMMENTS:

Sheet A.3

1. Window and door U-values are not declared. Please provide window and door area and U-values for compliance with model energy requirements. (N1102.1)





ACCESIBILITY COMMENTS:

Not applicable to single-family dwellings.
06/27/2003 EROSE1 WWM REVIEW Needs Review

Final Status

Task End Date Reviewer's Name Type of Review Description
06/27/2003 ELAINE ROSE OUT TO CUSTOMER Completed