Plan Review Notes For Permit 02050813 |
Permit Number |
02050813 |
|
Review Stop |
R |
Sequence Number |
2 |
|
Notes |
Date |
Text |
2002-07-10 00:00:00 | SEPARATE PERMITS FOR THE WINDOWS, DOORS | | AND HURRICANE SHUTTERS WILL BE REQUIRED. | | | | THE AMERICAN SHUTTERS INFORMATION PAGE 3 | | OF 4 ON THE ANCHOR SCHEDULE REQUIRES A | | MINIMUM OF 3320 PSI CONCRETE AND AND | | 1596 PSI FOR HOLLOW CONCRETE BLOCK. | | THE ARCHITECTURAL PLANS, ON SHEET 2 OF | | 6, DECLARECONCRETE OF 3000 PSI AND | | BLOCK OF 1000 PSI. | | | | THE PRODUCT FORM IS NOT SIGNED AND | | SEALED BY THE DESIGNER OF RECORD. | | | | THE SGD NOA 00-0301.03 HAS A DESIGN | | PRESSURE OF -50 PSF.THE ARCHITECTURAL | | PLANS SHEET 6 OF 6 DECLARE -68.1 PSF. | | | | NOA 01-0516.10 SH400 WINDOWS FOR THE | | SIZES SHOWN ARE LESS THAN 68.1 PSF. | | | | NOA 99-0928.03 DOOR W/SIDELIGHTS HAS A | | PRESSURE DESIGN FOR -50.4, LESS THAN | | 68.1 PSF. | | | | THE SBCCI REPORT 2139 FOR THE GARAGE | | DOORS ARE -52 PSF, LESS THAN THE | | ARCHITECT'S DESIGN OF -68.1 PSF. |
|