| Date |
Text |
| 2008-03-25 19:13:08 | PROJECT: 625 NORTH FLAGLER/BANK OF AMERICA BUILDING |
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| | PROJECT DETAIL: REVISION/CUSTOM SHORING PLANS FOR |
| | CONCRETE COLUMN REPAIRS/3 AND 4TH FLOORS |
| | |
| | CODE REVIEW: |
| | 2004 FLORIDA EXISTING BUILDING CODE W/2006 REVISIONS |
| | 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS |
| | CITY OF WEST PALM BEACH AMENDMENTS 2004 EDITION |
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| | STATUS: |
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| | COMMENTS: |
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| | 1) THE DESIGN ENGINEER SHALL SIGN AND SEAL ALL SHEETS |
| | OF THE SUBMITTED PLAN. THE TITLE SHEET WAS NOT SIGNED |
| | AND SEALED AS PER THE FOLLOWING: |
| | |
| | 471.025SEALS.-- |
| | |
| | (1)THE BOARD SHALL PRESCRIBE, BY RULE, ONE OR MORE |
| | FORMS OF SEAL TO BE USED BY LICENSEES. EACH LICENSEE |
| | SHALL OBTAIN AT LEAST ONE SEAL IN THE FORM APPROVED BY |
| | RULE OF THE BOARD AND MAY, IN ADDITION, REGISTER HIS OR |
| | HER SEAL ELECTRONICALLY IN ACCORDANCE WITH SS. |
| | 668.001-668.006. ALL FINAL DRAWINGS, SPECIFICATIONS, |
| | PLANS, REPORTS, OR DOCUMENTS PREPARED OR ISSUED BY THE |
| | LICENSEE AND BEING FILED FOR PUBLIC RECORD AND ALL |
| | FINAL DOCUMENTS PROVIDED TO THE OWNER OR THE OWNER'S |
| | REPRESENTATIVE SHALL BE SIGNED BY THE LICENSEE, DATED, |
| | AND SEALED WITH SAID SEAL. SUCH SIGNATURE, DATE, AND |
| | SEAL SHALL BE EVIDENCE OF THE AUTHENTICITY OF THAT TO |
| | WHICH THEY ARE AFFIXED. DRAWINGS, SPECIFICATIONS, |
| | PLANS, REPORTS, FINAL DOCUMENTS, OR DOCUMENTS PREPARED |
| | OR ISSUED BY A LICENSEE MAY BE TRANSMITTED |
| | ELECTRONICALLY AND MAY BE SIGNED BY THE LICENSEE, |
| | DATED, AND SEALED ELECTRONICALLY WITH SAID SEAL IN |
| | ACCORDANCE WITH SS. 668.001-668.006. |
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| | 2) DUE TO THE COMPLEXITY OF THIS CONCRETE RESTORATION |
| | PROJECT AND THE MAGNITUDE OF THE PROPOSED SHORING |
| | INSTALLATION, THE FOLLOWING SHALL BE REQUIRED: |
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| | 105.14 PERMIT ISSUED ON BASIS OF AN AFFIDAVIT. |
| | |
| | WHENEVER A PERMIT IS ISSUED IN RELIANCE UPON AN |
| | AFFIDAVIT OR WHENEVER THE WORK TO BE COVERED BY A |
| | PERMIT INVOLVES INSTALLATION UNDER CONDITIONS WHICH, IN |
| | THE OPINION OF THE BUILDING OFFICIAL, ARE HAZARDOUS OR |
| | COMPLEX, THE BUILDING OFFICIAL SHALL REQUIRE THAT THE |
| | ARCHITECT OR ENGINEER WHO SIGNED THE AFFIDAVIT OR |
| | PREPARED THE DRAWINGS OR COMPUTATIONS SHALL SUPERVISE |
| | SUCH WORK. IN ADDITION, THEY SHALL BE RESPONSIBLE FOR |
| | CONFORMITY TO THE PERMIT, PROVIDE COPIES OF INSPECTION |
| | REPORTS AS INSPECTIONS ARE PERFORMED, AND UPON |
| | COMPLETION MAKE AND FILE WITH THE BUILDING OFFICIAL |
| | WRITTEN AFFIDAVIT THAT THE WORK HAS BEEN DONE IN |
| | CONFORMITY TO THE REVIEWED PLANS AND WITH THE |
| | STRUCTURAL PROVISIONS OF THE TECHNICAL CODES. IN THE |
| | EVENT SUCH ARCHITECT OR ENGINEER IS NOT AVAILABLE, THE |
| | OWNER SHALL EMPLOY IN HIS STEAD A COMPETENT PERSON OR |
| | AGENCY WHOSE QUALIFICATIONS ARE REVIEWED BY THE |
| | BUILDING OFFICIAL. THE BUILDING OFFICIAL SHALL ENSURE |
| | THAT ANY PERSON CONDUCTING PLANS REVIEW IS QUALIFIED AS |
| | A PLANS EXAMINER UNDER PART XII OF CHAPTER 468, FLORIDA |
| | STATUTES, AND THAT ANY PERSON CONDUCTING INSPECTIONS IS |
| | QUALIFIED AS A BUILDING INSPECTOR UNDER PART III OF |
| | CHAPTER 468, FLORIDA STATUTES. |
| | |
| | 3) A SAFETY PLAN SHALL BE SUBMITTED INDICATING THE |
| | CONSTRUCTION SAFEGUARDS TO BE UTILIZED AND SHALL MEET |
| | THE MINIMUM REQUIREMENTS OF THE FLORIDA EXISTING |
| | BUILDING CODE, CHAPTER 13. PLEASE SUBMIT SPECIFICATIONS |
| | FOR ANY WORK PLATFORMS THAT WILL BE USED. |
| | |
| | 4) A "MAINTENANCE OF TRAFFIC" PERMIT IS REQUIRED WHEN |
| | ANY CITY RIGHT OF WAY IS PARTIALLY BLOCKED OR CLOSED. |
| | |
| | 5) PLEASE PROVIDE NOTE INDICATING WHERE THE CUSTOM |
| | SHORING WILL TRANSFER LOADS. |
| | |
| | 6) PLEASE INDICATE WELD DESIGNATIONS AT APPLICABLE |
| | CONNECTIONS. |
| | |
| | 7) PLEASE PROVIDE THE MANUFACTURER'S SPECIFICATIONS FOR |
| | THE CONVENTIONAL SHORING. |
| | |
| | 8) PLEASE PROVIDE CLARIFICATION: WILLTHECOLUMNS AT |
| | GRID LINE K-8,L-8,M-8 AND N-8 BE REPAIRED ON THE 3RD |
| | AND 4TH FLOOR? |
| | |
| | 9) UPON REVIEWING THE BASIC LOAD FACTOR COMBINATIONS AS |
| | PER THE FBC, SECTION 1605 AND REVIEWING THE |
| | CALCULATIONS ON SHEET 6, THERE APPEARS TO BE NO WIND |
| | FACTOR WITHIN THE FORMER CALCULATION. PLEASE PROVIDE |
| | JUSTIFICATION. |
| | |
| | 10) AS INDICATED ON THE CALCULATION SHEET #22, A W24X68 |
| | TOP BEAM IS SHOWN TO BE ACCEPTED. HOWEVER, A W27X94 IS |
| | REFLECTED ON SHEET 3.0 OF THE SHORING PLAN. |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
| | E-MAIL: KCONRAD @WPB.ORG |
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