| Date |
Text |
| 2016-08-25 15:02:27 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16080983 INSTALLATION OF 100 FT. TALL |
| | PERIMTER FOUL BALL POLES & NETTING |
| | ADD: 5001 N. MILITARY TRL. |
| | CONT: CONSTRUCTION SOLUTIONS OF THE PALM BEACHES, LLC |
| | TEL: 904-534-4564 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: THURS. AUGUST 25/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SOILS REPORT BALL PARK OF THE PALM BEACHES FILE NO. |
| | 15-1636 PAGE 15 INDICATES 3 SPT BORINGS (MAB-1TO MAB-3) |
| | WERE MADE FOR THE MAST ARMS, BUT NO TEST WERE PERFORMED |
| | FOR THE 100 FOOT TALL POLES AND NETTING THAT SURROUND A |
| | PORTION OF THE SITE THESE VALUES ARE UNKNOWN VALUES. |
| | THE SOILS ENGINEER HAS NOT BEEN PROVIDED WITH ANY |
| | SPECIFIC INFORMATION OF LOADING AND OR CONFIGURATION OF |
| | THE POLES AND OR FOUNDATIONS. |
| | FBC-B 1803.5.2 QUESTIONABLE SOIL. WHERE THE |
| | CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL |
| | IS IN DOUBT OR WHERE A LOAD-BEARING VALUE SUPERIOR TO |
| | THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BUILDING |
| | OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| | GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| | |
| | 2) SHEET S1 INDICATES THE APPROXIMATE LOCATIONS TYPICAL |
| | 100 FT. TALL NETTING POLES AT A MAXIMUM SPACING OF 50 |
| | FEET. COORDINATE WITH CIVIL AND ARCHITECTURAL FOR THE |
| | EXACT POLE LOCATIONS. IT SOUNDS LIKE THIS PLAN IS A |
| | PRELIMINARY PLAN AND NOT ONE TO BE BUILT BY, EXACT |
| | LOCATIONS NOT PROVIDED. 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. 107.2.1.3. |
| | |
| | 3) SHEET S5.2 PROVIDES THE WIND DESIGN FOR THE POLES |
| | AND NETTING. THERE ARE (2) BUILDING RISK CATEGORIES |
| | PROVIDED I & II WITH THE ASSOCIATED WIND SPEED OF 150 & |
| | 170 VULT MPH PLEASE PROVIDE WHY THE 2 VARYING WIND |
| | DESIGNS AND WHERE ARE THE 2 LOCATIONS DESIGNATED ON THE |
| | PLANS. ALL BUILDINGS AND STRUCTURES THAT ARE PART OF |
| | THE STADIUM ARE DESIGNED TO A BUILDING RISK CATEGORY |
| | III AND 180 MPH VULT. THE OUT BUILDINGS ARE BEING BUILT |
| | AT 170 MPH VULT RISK CATEGORY II. FBC-B 1603.1.4(2) . |
| | |
| | 4) STRUCTURAL CALCULATIONS PREPARED BY P. E. JOHN |
| | CANNON JONES PAGE 5/10 IS A WIND LOADING ANALYSIS FOR |
| | STACKS, CHIMNEYS AND VERTICAL TANKS AND REFERENCES AN |
| | ASCE 7-02 PROGRAM. WE ARE UNDER THE 2014 FBC-B & ASCE |
| | 7-10 SHOULDN?T THE PROGRAM BE UPDATED. THE SHEET 5 OF |
| | 10 ( JOB NUMBER 100) DOES REFERENCE THE POLE HEIGHT OF |
| | 100 FEET AND WIDTH BETWEEN POLES 50 FEET. THERE ARE 2 |
| | MORE CHARTS ONE LABELED JOB NUMBER 20 THE OTHER JOB |
| | NUMBER 30 THE D DIMENSION ON THESE CHARTS IS 0.50 AND |
| | 0.67 FEET? PLEASE PROVIDE ADDITIONAL INFORMATION |
| | 107.2.1.3. |
| | |
| | 5) SHEET 7 OF 10 POLE FOOTING EMBEDDED IN SOIL |
| | INDICATES THE POLE BEING 56 FEET 7 3/8 ABOVE GRADE AND |
| | 21 FOOT 3 INCHES BELOW GRADE WHERE AS SHEET NCPN-1.1 |
| | SHOWS THE POLES 100 FOOT TALL? |
| | |
| | 6) SHEET S3 FOUL POLE DETAILS DID NOT LOAD PROPERLY??? |
| | NEED MORE INFORMATION 107.2.1.3. |
| | 7) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
