| 2006-08-21 00:00:00 | |
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| | 1) ACCORDING TO THE JIM WITMER REVIEW |
| | NOTE#4 DATED 04/06/06, THE BAHAME STYLE |
| | SHUTTERS INSTALLATION WILL BE FOR A |
| | FIXED OPEN POSITION AND MUST MEET THE |
| | 140 MPH TO NOT BECOME A MISSLE ITSELF. |
| | |
| | 2) PAGE #10 OF THE ENGINEERING REPORT |
| | INDICATES THE SHUTTERS WILL BE CLOSED |
| | DURING WINDS OF 74 MPH. SEE NOTE #1. |
| | |
| | 3) 3105.4.2.1 |
| | THE WIND DESIGN LOADS FOR ANY FABRIC OR |
| | MEMBRANE-COVERED STRUCTURE DESIGNED WITH |
| | A QUICK REMOVAL OR BREAKAWAY MEMBRANE OR |
| | FABRIC AT WIND VELOCITIES OF 75 MPH, |
| | SHALL BE BASED ON THE FOLLOWING |
| | CRITERIA: |
| | 1.MINIMUM WIND VELOCITY OF |
| | 3-SECOND WIND GUST 90 MPH |
| | 2.IMPORTANCE FACTOR BASED ON LOW |
| | HAZARD TO HUMAN LIFE OF 0.77. |
| | 3.EXPOSURE CATEGORY B FOR OR C AS |
| | DEFINED IN CHAPTER 16 . |
| | |
| | 4)3105.5.1 LOADS. |
| | RIGID AWNINGS AND CANOPY SHUTTERS SHALL |
| | BE DESIGNED TO RESIST THE LOADS SET |
| | FORTH IN CHAPTER 16 OF THIS CODE EXCEPT |
| | THAT STRUCTURES OR PARTS THEREOF WHICH |
| | ARE INTENDED TO BE REMOVED OR |
| | REPOSITIONED DURING PERIODS OF HIGH WIND |
| | VELOCITY SHALL BE DESIGNED IN THEIR OPEN |
| | OR EXTENDED POSITION TO DESIGN PRESSURES |
| | BASED ON A BASIC WIND SPEED OF MINIMUM |
| | 90 MPH, 3-SECOND WIND GUST WITH |
| | APPLICABLE SHAPE FACTORS AND TO RESIST |
| | NOT LESS THAN 10 PSF (478 PA) ROOF LIVE |
| | LOAD. |
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| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | TEL:(561)805-6726 |
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