| 2016-02-11 13:48:12 | |
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| | BUILDING PLAN REVIEW |
| | W. P. B. REVISION: 16010984 |
| | W. P. B. PERMIT: 15081111 |
| | ADD: 444 BUNKER RD. |
| | CONT: CURY BUILDING DESIGN GROUP |
| | TEL: 561-856-6655 |
| | E-MAIL: [email protected] |
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| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
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| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
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| | 2ND REVIEW |
| | DATE: THURS. FEB. 11/2016 |
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| | ACTION: BUILDING PROVISO |
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| | 1) SHEET S2 INDICATES THE USE OF NEW P1, P2 HELICAL |
| | PILE, 20 TON DESIGN/ 40 TON ULTIMATE AND P3 13 TON |
| | DESIGN/ 26 TON ULTIMATE CAPACITY. EMBEDMENT DEPTH AND |
| | TORSIONAL RESISTANCE CRITERIA AS DETERMINED BY A |
| | REGISTERED DESIGN PROFESSIONAL. THE TORQUE APPLIED |
| | DURING INSTALLATION SHALL NOT EXCEED THE MAXIMUM |
| | ALLOWABLE INSTALLATION TORQUE OF THE HELICAL PILE. |
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| | 2014 FBC-B 1810.3.5.3.3 HELICAL PILES. DIMENSIONS OF |
| | THE CENTRAL SHAFT AND THE NUMBER, SIZE AND THICKNESS OF |
| | HELICAL BEARING PLATES SHALL BE SUFFICIENT TO SUPPORT |
| | THE DESIGN LOADS. |
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| | THE ENGINEER OF RECORD WILL BE SUBMITTING THE PAPERWORK |
| | FOR FIELD CONDITIONS AS PER INSTALLATION, BACK UP SOILS |
| | REPORT AND CALCULATIONS FOR THE INSTALLATION OF HELICAL |
| | PILE. |
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| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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