| Date |
Text |
| 2015-09-04 10:23:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15060267 |
| | ADD: BLUE HERON / IBIS / COMMON AREAS |
| | CONT: SPECTRUM CABLE GROUP |
| | TEL: (561)641-3399 |
| | E-MAIL: ?????????????? NOT SUPPLIED. |
| | |
| | 2010 FLORIDA BUILDING CODE W |
| | * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION |
| | 2012 FBC SUPPLEMENTS ADOPTED APRIL 25/2013. |
| | |
| | 2010 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. |
| | |
| | 1ST REVIEW |
| | DATE: FRI. SEPT. 04/ 2015 |
| | ACTION: DENIED |
| | |
| | 1) THE SUBMITTED PLAN BY AMERICAN GAS LAMP WORKS IS |
| | JUST THAT, THE PERMIT APPLICATION INDICATES THE |
| | EXISTING LIGHT POLES ARE BEING CONVERTED OVER FROM GAS |
| | TO ELECTRIC & 6 NEW POLES. PLEASE NOTE ON THE |
| | MANUFACTURERS CUT SHEET THERE IS A FOUNDATION DESIGN |
| | BUT THERE IS NO WIND DESIGN CRITERIA LISTED TO |
| | CORRELATE WHAT WIND SPEED THE FOUNDATION WAS DESIGNED |
| | TO? |
| | |
| | 2010 FBC-B 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: |
| | |
| | 1.1. 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. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. |
| | |
| | 1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 1.5. 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). |
| | |
| | FOUNDATION DESIGN MUST BE FOR POLE AND POST MOUNTED |
| | BOULEVARD MODEL 3600 GLOBE. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | 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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| | |
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