| Date |
Text |
| 2017-01-23 14:17:50 | BUILDING PLAN REVIEW |
| | 2014 FLORIDA BUILDING CODE W/2010 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1 |
| | ADMINISTRATION |
| | |
| | CHRISTOPHER S. THROOP, C.B.O. |
| | BUILDING PLANS EXAMINER, PX3169 |
| | CONSTRUCTION SERVICES DIVISION |
| | TEL: 561-805-6726 |
| | FAX: 561-805-6676 |
| | |
| | 1ST REVIEW |
| | RESULTS: DENIED |
| | ADDRESS THE ATTACHED COMMENTS AND RE-SUBMIT |
| | |
| | 1. SUBMITTAL BY THOMS J. ROGERS, P.E. OF ONM&J, INC. |
| | SPECIFIES A TYPE SF22 LIGHTING POLE (POLE CAT. NO. |
| | RSS-10-40-1, MODIFIED) FOR FIXTURE HEIGHT OF 22' - 0", |
| | POLE HEIGHT NOT SHOWN. |
| | WIND LOAD DESIGN OF HAPCO ROUND TAPERED ALUMINUM |
| | LIGHTING POLES (HAPCO CAT. NO. RS- 10B4-4) PREPARED BY |
| | DENNIS M. PATRICK, P.E. SPECIFIES FIXTURE HEIGHT OF |
| | 9'-6" AND POLE HEIGHT OF 10'-00". |
| | PERMIT SET OF PLANS PREPARED BY M.F. GARCIA, P.E. |
| | SPECIFIES THE FOLLOWING PROPOSED POLE/FIXTURE HEIGHTS: |
| | 16'-4" AND 10'-00" (PLAN PG. EE001) |
| | 30'-00" (PLAN PG. EE501) |
| | FIXTURE MOUNTED ON POLE 17'-00" ABOVE GRADE (PLAN PG. |
| | EE201) |
| | 22'-00" (PHILIP LUMEC SPEC. SHEET) |
| | |
| | PROVIDE DESIGN WIND LOAD SCHEDULE FOR EACH TYPE OF |
| | FIXTURE HEIGHT/ POLE HEIGHT COMBINATION. |
| | |
| | FBC 107.3.5.1.1(8) - PROVIDE WIND DESIGN LOADS/DESIGN |
| | PRESSURES PURSUANT TO FBC-CHAPTER 16 |
| | |
| | 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). |
| | |
| | 2. PROVIDE FOUNDATION SCHEDULE FOR EACH TYPE OF POLE |
| | INSTALLED. |
| | |
| | WHEN RESUBMITTING, IT IS HELPFUL TO PROVIDE A RESPONSE |
| | LETTER ADDRESSING EACH ITEM ALONG WITH THE CITY |
| | RE-SUBMITTAL FORM. PLEASE, ADDITIONALLY, INSERT |
| | CORRECTED PAGES INTO SUBMITTAL AND LEAVE THE PREVIOUSLY |
| | REVIEWED SHEETS DETACHED AND MARK VOID. |
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