| Plan Review Notes For Permit 20120406 |
| Permit Number |
20120406 |
|
| Review Stop |
B |
| Sequence Number |
1 |
|
| Notes |
| Date |
Text |
| 2020-12-15 17:06:58 | PLAN REVIEW / BUILDING | | | | | | CHRISTOPHER S. THROOP, C.B.O. | | | PLANS EXAMINER BUILDING - PX3169 | | | PLANS EXAMINER 1&2 FAMILY - SFP306 | | | CONSTRUCTION SERVICES DIVISION | | | TEL: 561-805-6726 | | | FAX: 561-805-6676 | | | E-MAIL: [email protected] | | | | | | CODES IN EFFECT: | | | 2017 FLORIDA BUILDING CODE, 6TH EDITION W/2017 WEST | | | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, | | | CHAPTER 1 ADMINISTRATION | | | 2014 NEC | | | | | | 1ST REVIEW | | | | | | RESULTS: DENIED | | | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT | | | | | | 1. PROVIDE CONNECTION DETAIL FOR COLUMN TO BEAM | | | CONNECTION. SPECIFY CONNECTOR AND FASTENER SIZE AND | | | SPACING. | | | 107.2 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS | | | SHALL BE IN ACCORDANCE WITH SECTIONS107.2.1 THROUGH | | | 107.2.5. | | | | | | 2. SITE SPECIFIC WIND DESIGN LOADS PER FBC 107.3.5.1 | | | (8); ASCE 7-10; OK | | | | | | 3. PROVIDE DESIGN PRESSURES OF PERGOLA PER FBC R301. | | | R301.2.1 WIND DESIGN CRITERIA. | | | BUILDINGS AND PORTIONS THEREOF SHALL BE CONSTRUCTED IN | | | ACCORDANCE WITH THE WIND PROVISIONS OF THIS CODE USING | | | THE BASIC WIND SPEED IN TABLE R301.2(1) AS DETERMINED | | | FROM FIGURE R301.2(4). | | | | | | PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED | | | MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS. | | | | | | | | | | | | |
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