| Date |
Text |
| 2014-08-04 16:25:58 | BUILDING PLAN REVIEW |
| | PERMIT: 13100297 BOILER BLDG VERTICAL |
| | ADD: 6651 N JOG RD |
| | CONT: KBR |
| | TEL: (561 |
| | |
| | 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. |
| | |
| | 4TH REVIEW |
| | DATE: MONDAY AUGUST 04/ 2014 |
| | ACTION: DENIED. |
| | REVIEWED BY BUILDING OFFICIAL BEFORE FINAL ACTION WAS |
| | TAKEN!!!! |
| | |
| | 1) COMPLIED. SHEET 0647 -300-S6-000 THE WIND DESIGN |
| | STATES THAT IT IS DESIGNED TO THE 2010 FBC, THE PLANS |
| | DOES NOT STATE IF THE PRESSURES ARE LISTED AS VULT OR |
| | VASD? RESPONSE INDICATES THEY ARE VALT. |
| | |
| | 2) THIS COMMENT IS DEALING WITH WALL PANELS NOT THE FL |
| | APPROVAL (FL 12760) WHICH DEALS WITH THE LITE PANEL. |
| | PRESSURES ARE LOW FOR THE INTERIOR ZONE # 4 AND END |
| | ZONE # 5. BOILER ELEVATION SHEET0648-300-S6-550 |
| | PROVIDES THE SPACING OF THE GIRT/ PURLINS AVERAGE |
| | BETWEEN 4' & 5' WITH THE EXCEPTION OF THE AT ELEVATION |
| | 169 TO 178 THE SPACING DROPS TO 3' BETWEEN PURLINS. THE |
| | BUTLER NOA 13-0923.07 BUTLER II WALL PANEL LIST THE |
| | INTERIOR WALL ZONES WITH A 5'-0" SPACING BETWEEN THE |
| | PURLINS, AND AT THE CORNER ZONES A 2'-6" SPACING. |
| | PLEASE SUBMIT THE DESIGN REVIEW FOR THE MULTILE SPANS, |
| | THIS PRODUCT APPROVAL ON SHEET # 7 HAS A 3 SPAN AND 4 |
| | SPAN WITH ASSOCIATED PRESSURES WHICH ARE STILL LOWER |
| | THAN THE PRESSURES FOUND ON SHEET 0647-300-56-000. |
| | |
| | 3) LITE PANEL. THE PRODUCT APPROVAL SUBMITTED BUTLER FL |
| | 12760 BUTLER II LITE PANEL PRESSURES ARE A VASD +52.5/ |
| | 52.5. VIEW A INDICATES THAT INTERMEDIATE GIRTS MAY BE |
| | REQUIRED IF PRESSURES ARE HIGHER. 2010 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.41 COMPONENTS & |
| | CLADDING. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) RESPONSE TO THE ROOFING NOA 10-0901IS THIS WAS THE |
| | WRONG PRODUCT APPROVAL SUBMITTED. PLEASE REMOVE THIS |
| | NOA FROM THE SUBMITTAL IF NOT TO BE INSTALLED. SHEET |
| | 0123-300-S22-026 ROOF REFERANCE SHEET SHOWS THE GIRTS |
| | AT 5'-0" AND 4'-8" O. C. PLEASE REVIEW THE SUBMITTED |
| | PRODUCT APPROVAL FOR THE ROOF STEEL ROOF PANELS NOA |
| | 10-0901.20 SEE SHEET 1 OF 6 THE MAXIMUM PURLIN SPANS |
| | ARE EXCEEDED , DEPENDING ON THE SPACING OF THE PURLINS |
| | THE PRESSURES MAY OR MAY NOT WORK. ALSO THE PRESSURES |
| | ARE LOW EVEN WHEN AND IF THE ASSUMED PRESSURES ARE VULT |
| | EVEN AT VASD THEY ARE LOW. |
| | |
| | 6) UPDATE THE HEAVY STRUCTURES LETTER DATED 1-10-2014 |
| | AND ALSO REMOVE THE REFERANCE TO THE ROOF PANEL BUTLER |
| | MANUFACTURING NOA 10-0901.20 FROM THE LETTER. |
| | |
| | WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION & |
| | REMOVE & 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
