| Date |
Text |
| 2015-09-15 13:38:37 | BUILDING PLAN REVIEW |
| | ******************************* |
| | ROBERT BROWN (561) 805 6652 |
| | E-MAIL: [email protected] |
| | |
| | |
| | REVIEW OF ALTERNATIVE PRODUCT APPROVAL (NOA # |
| | 14-0506.07) SUBMITTED BY THE CONTRACTOR FOR THE |
| | PROPOSED ARTEMANOS HAND MADE CLAY TILE SET IN MORTAR. |
| | |
| | USING THE ZONE 3 WIND PRESSURE FROM THE PROVIDED |
| | ENGINEER'S CALCULATION, THE ATTACHMENT RESISTANCE |
| | CALCULATION NOW LOOKS AS FOLLOWS: |
| | |
| | MAXIMUM ZONE 3 WIND PRESSURE, P3 = -130 PSF (SUBMITTED |
| | ENGINEER'S CALCULATION) |
| | |
| | ARTEMANOS HAND MADE CLAY TILE TO BE INSTALLED PER NOA # |
| | 14-0506.07 |
| | |
| | AERODYNAMIC MULTIPLIER, A = 0.329 FT3 (TABLE 2, PAGE 3 |
| | OF 5) |
| | |
| | RESTORING MOMENT DUE TO GRAVITY, MG = 4.85 FT-LBF |
| | (SLOPE 4/12, TABLE 3, PAGE 3 OF 5) |
| | |
| | UPLIFT MOMENT, MR = (P3 X A) - MG = (130 X 0.329) - |
| | 4.85 = 37.92 FT-LBF (REQUIRED) |
| | |
| | COMPARED TO ATTACHMENT RESISTANCE PROVIDED BY MORTAR |
| | SET ARTEMANOS TILE PER TABLE 7, PAGE 4 OF 5: |
| | |
| | PROVIDED ATTACHMENT RESISTANCE, MF = 71.85 FT-LBF > |
| | 37.92 FT-LBF REQUIRED |
| | |
| | THEREFORE ARTEMANOS HAND MADE CLAY TILE SET IN MORTAR |
| | INSTALLED PER NOA # 14-0506.07, IS OK |
| | |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | TELEPHONE: (561) 805 6652 ROBERT BROWN |
| | E-MAIL: [email protected] |
