| Date |
Text |
| 2017-01-11 10:11:06 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17010106 |
| | ADD: 901 45TH ST. / X-RAY ROOM- T1093 |
| | CONT: WESTBROOKE CORP. |
| | TEL: 561-395-4126 |
| | 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: WED. JAN. 11/ 2017 |
| | ACTION: DENIED |
| | |
| | 1) THE ARCHITECTURAL SHEETS IN ALL (3) SETS HAVE BEEN |
| | SEALED WITH AN IMPRESSION TYPE SEAL SO LIGHT THAT MANY |
| | OF THE SHEETS THE AUTHENTICITY OF THE SEAL CANNOT BE |
| | DETERMINED BY NAME OR REGISTRATION NUMBER. |
| | FLORIDA STATUTE 481.221?SEALS; DISPLAY OF CERTIFICATE |
| | NUMBER. THE SIGNATURE, DATE, AND SEAL SHALL BE EVIDENCE |
| | OF THE AUTHENTICITY OF THAT TO WHICH THEY ARE AFFIXED. |
| | |
| | 2) THE STRUCTURAL SHEETS S1 & S2 ARE CREATED BY GE |
| | HEALTHCARE IMPLEMENTATION ? DESIGN CENTER. WHILE THE |
| | NAME OF THE COMPANY DOES NOT STATE ?ENGINEERING? USING |
| | THE NAMING CONVENTION DESIGN CENTER AND THE NOTES ON |
| | THE SHEET IT SUGGEST THERE IS OR WAS ENGINEERING |
| | COMPLETED TO KNOW WHAT POUNDAGE EACH OF THE ANCHORS HAS |
| | TO HOLD (NOTE # 2). THE SHEET S1 NOR S2 SHOW HOW THE |
| | LOADS WERE CALCULATED AS EITHER 1607.3 UNIFORM LIVE |
| | LOADS, OR 1607.4 CONCENTRATED LIVE LOADS. 1607.2 LOADS |
| | NOT SPECIFIED. FOR OCCUPANCIES OR USES NOT DESIGNATED |
| | IN TABLE 1607.1, THE LIVE LOAD SHALL BE DETERMINED IN |
| | ACCORDANCE WITH A METHOD APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | 1607.9.2 MACHINERY. FOR THE PURPOSE OF DESIGN, THE |
| | WEIGHT OF MACHINERY AND MOVING LOADS SHALL BE INCREASED |
| | AS FOLLOWS TO ALLOW FOR IMPACT: (1) LIGHT MACHINERY, |
| | SHAFT OR MOTOR-DRIVEN, 20 PERCENT; AND (2) |
| | RECIPROCATING MACHINERY OR POWER-DRIVEN UNITS, 50 |
| | PERCENT. PERCENTAGES SHALL BE INCREASED WHERE SPECIFIED |
| | BY THE MANUFACTURER. |
| | |
| | NOTE # 2 GOES ON TO STATE NOT TO USE SCREW ANCHORS IN |
| | DIRECT TENSION. |
| | |
| | THE STRUCTURAL SHEETS S1 & S2 WHO IS TAKING THE |
| | RESPONSIBILITY THE DESIGN, THERE IS NO DESIGN |
| | PROFESSIONAL WHO TAKES THE RESPONSIBILITY FOR THE |
| | DESIGN, THERE IS NO ENGINEERING SHOWING HOW THE DESIGN |
| | OF 350 LBS. EVERY 2 FOOT 2 INCHES? FLORIDA STATUTES 471 |
| | ENGINEERING & 481 ARCHITECTURE. |
| | |
| | IN THE ANCHORS BEING CAPABLE OF WITHSTANDING 350 LBS. |
| | THERE IS A SAFETY FACTOR THAT IS NOT KNOWN NOR IS THERE |
| | ANY REFERENCES TO STANDARDS, CODE SECTIONS TO EITHER |
| | THE |
| | |
| | THIS SHEET SHOULD EITHER BE DESIGNED BY AN ENGINEER, OR |
| | A DELEGATE ENGINEER AND REVIEWED BY THE FLORIDA |
| | ENGINEER OF RECORD OR BE BROUGHT IN AS A SHOP DRAWING |
| | TO BE REVIEWED BY THE ARCHITECT OF RECORD AND THEIR |
| | SHOP DRAWING STAMP OF APPROVAL AFFIXED TO THE PLAN. FL |
| | 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC... |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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