| 2015-11-05 13:33:44 | CHRISTOPHER S. THROOP, C.B.O. |
| | BLDG. PLANS EXAMINER ? PX3169 |
| | (561) 805-6718 |
| | [email protected] |
| | |
| | 1. THE STATED DESIGN WIND SPEED PRESSURES FROM YOUR |
| | ROOF ZONE TABLE, PG. S-02 ARE LOW. PLEASE RE-CALCULATE |
| | PNET AND RE-SUBMIT. |
| | 2. PLEASE PROVIDE SIGNED AND SEALED REPORT FROM A |
| | NATIONALLY RECOGNIZED TESTING LAB FOR THE TENSION TEST |
| | RESULTS OF THE U-2000 ANCHOR SYSTEM. |
| | 3. SPECIFY ATTACHMENT METHOD FOR THIS PROJECT. IF LAG |
| | BOLTS ARE SELECTED, PLEASE PROVIDE ADDITIONAL |
| | INFORMATION. I.E. SEALING OF ROOF MEMBRANE. |
| | 4. REF. PG S-02, NOTES, LINE #8. PLEASE CHANGE |
| | REFERENCED CODE TO FBC2014 5TH ED. |
| | |
| | 1603.1.4 WIND DESIGN DATA. |
| | THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| | BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| | DESIGN OF THE LATERAL FORCE-RESISTING SYSTEM OF THE |
| | STRUCTURE: |
| | 1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR (KM/HR) AND NOMINAL DESIGN WIND SPEED, |
| | VASD, AS DETERMINED IN ACCORDANCE WITH SECTION |
| | 1609.3.1. |
| | 2. RISK CATEGORY. |
| | 3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | 4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENT AND CLADDING MATERIALS NOT SPECIFICALLY |
| | DESIGNED BY THE REGISTERED DESIGN PROFESSIONAL |
| | RESPONSIBLE FOR THE DESIGN OF THE STRUCTURE, PSF (KN/ |
| | M2). |
| | |
| | 1703.5.1 TESTING. |
| | AN APPROVED AGENCY SHALL TEST A REPRESENTATIVE SAMPLE |
| | OF THE PRODUCT OR MATERIAL BEING LABELED TO THE |
| | RELEVANT STANDARD OR STANDARDS. THE APPROVED AGENCY |
| | SHALL MAINTAIN A RECORD OF THE TESTS PERFORMED. THE |
| | RECORD SHALL PROVIDE SUFFICIENT DETAIL TO VERIFY |
| | COMPLIANCE WITH THE TEST STANDARD. |
| | |
| | 1517.6.1 |
| | METAL ACCESSORIES MAY BE OF A MANUFACTURED, |
| | SHOP-FABRICATED OR FIELD-FABRICATED TYPE, PROVIDING THE |
| | MATERIALS AND FASTENERS ARE IN COMPLIANCE WITH THE |
| | MINIMUM REQUIREMENTS OF THIS CODE AND SHALL BE SIZED, |
| | DESIGNED AND INSTALLED IN COMPLIANCE WITH METHODS SET |
| | FORTH IN RAS 111. |
| | |
| | 1ST REVIEW: FBC 2014 5TH ED. |
