| Plan Review Notes For Permit 01101510 |
| Permit Number |
01101510 |
|
| Review Stop |
R |
| Sequence Number |
2 |
|
| Notes |
| Date |
Text |
| 2002-02-11 00:00:00 | CHECKLIST: | | | 1-REAR ELEVATION EXCEEDS THE 40% | | | PERCENTAGE OF EXTERIOR OPENINGS | | | ALLOWED BY TABLE 600 SBC 1997. WALL | | | AREA TO BE CONSIDERED IS MEASURED FROM | | | FLOOR TO CEILING AREA PER FLOOR. | | | 2-PROVIDE NOTICE OF COMMENCEMENT WITH | | | REVISED PARCEL AND PLAT #. | | | 3-ENGINEERED TRUSSES: | | | A)ARE DESIGNED USING SFBC, NOT SBC AND | | | SPECIFY 1997 EDITION. | | | B)ENGINEERED TRUSSES ARE NOT LEGIBLE. | | | C)MAKE SURE PROVISIONS FROM ASCE 7 | | | AND CHAPTER 16 OF SBC 1997 ARE NOT | | | MIXED. NEED TO USE ONE OR THE OTHER. | | | SEE SEC. 1606.1.2.1 SBC 1997. | | | 4-VERIFY THAT CONNECTORS SPECIFIED ON | | | DWG 3B WILL RESIST LOADS CALCULATED ON | | | ENGINEERED TRUSSES. EG: SEE TRUSS T11 | | | AND HORIZONTAL FORCES CALCULATED. | | | 5-SPECIFY CEILING INSTALLATION AT FRONT | | | AND BACK PORCHES. SEE ASTM C-926 AND | | | ASTM C-1063. | | | SECTION 2504.2 SBC 1997. | | | 6-CLEARLY SPECIFY ANCHOR SIZE ON SHEET | | | 3B. EG: HETA 16, 20 OR 24 ETC. | | | TO VERIFY UPLIFT AND HORIZONTAL LOADS | | | ON RESPECTIVE CATALOGUES. |
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