| Plan Review Notes For Permit 15030956 |
| Permit Number |
15030956 |
|
| Review Stop |
B |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2015-06-22 10:44:14 | APPROVED WITH EXCEPTION. THIS PLAN HAS BEEN APPROVED | | | PROVISIONALLY. FAILURE TO CORRECT THE LISTED | | | DEFICIENCIES IN THIS PLAN PRIOR TO INSPECTION WILL | | | RESULT IN FAILED INSPECTION(S) AND ASSESSMENT OF | | | RE-INSPECTION FEE(S). | | | 1) REVISE THE TRUSS ANCHOR FOR MARK C ON SHEET S-2. THE | | | ALLOWABLE UPLIFT LOAD FOR THE DOUBLE SIMPSON HETA | | | ANCHOR IS 2500. THE ANCHOR SCHEDULE SPECIFIES THE | | | ALLOWABLE UPLIFT FOR (2) HETA 16 ANCHORS AS 3620. | | | 2) SUBMIT TWO CURRENT SETS OF PRODUCT APPROVALS FOR THE | | | ASPHALT ROOF SHINGLES THAT HAVE BEEN APPROVED IN | | | WRITING BY THE DESIGNER OF RECORD. THE ONE THAT WAS | | | SUBMITTED, NOA NO. 06-0914.04, EXPIRED ON 11/16/2011. | | | 3) SPECIFY THE ROOFING ASSEMBLY AND MAXIMUM DESIGN | | | PRESSURE FOR THE CERTAINTEED MODIFIED BITUMEN ROOF | | | SYSTEM THAT WILL BE INSTALLED. THE FLAT ROOF CORNER | | | AREAS REQUIRE A DESIGN PRESSURE OF -104.8 PSF PER THE | | | WINDLOAD TABLE ON SHEET S-2. |
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