| Date |
Text |
| 2016-05-11 07:13:00 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16020738 |
| | ADD: 501 VILLAGE BLVD. |
| | CONT: MDS BUILDERS |
| | TEL: 561-241-8990 |
| | 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. |
| | |
| | 3RD REVIEW |
| | DATE: WED. MAY 11/2016 |
| | ACTION: DENIED |
| | |
| | 1-4) COMPLIED. |
| | |
| | 5)SEMI-COMPLIED. ROOFING SUBMITTAL CARLISLE FL 14083-R9 |
| | PRODUCT APPROVAL OVER AN EXISTING STEEL DECK. |
| | |
| | 5A) COMPLIED. REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 5B) 2ND REQUEST . ROOFING SUBMITTAL CARLISLE FL |
| | 14083-R9 PRODUCT APPROVAL OVER AN EXISTING STEEL DECK, |
| | WITH MECHANICALLY ATTACHED INSULATION, PLATE BONDED |
| | ROOF COVER, SYSTEM SC-103 TABLE 2C/ SYSTEM C-2, WITH AN |
| | ALLOWABLE PRESSURE FOR ROOF ZONE 1 OF -52.5 PSF. SEE |
| | PAGE 21OF 44. |
| | |
| | PLEASE NOTE NONE OF THE SUB-SYSTEMS WERE IDENTIFIED AS |
| | TO WHICH DECK WAS GOING TO BE APPLIED. REVIEW FASTENING |
| | PATTERNS MAXIMUM DESIGN PRESSURES ALLOWABLE AND IF |
| | LIMITATION 5.7. |
| | |
| | |
| | 6) PLEASE NOTE THE MECHANICAL SHEET 044_M7.1: |
| | |
| | 6A) 3RD REQUEST. SHEET 036_S2.1 DETAIL A SHOWS THE A/C |
| | CURB ATTACHMENT BUT THE ANCHORING IS ILLEGIBLE AS FAR |
| | AS FASTENER AND SPACING. 2014 FBC-M- 301.15 WIND |
| | RESISTANCE. MECHANICAL EQUIPMENT, APPLIANCES AND |
| | SUPPORTS THAT ARE EXPOSED TO WIND SHALL BE DESIGNED AND |
| | INSTALLED TO RESIST THE WIND PRESSURES DETERMINED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, BUILDING. |
| | NOTE THIS IS A SPECIFIC ATTACHMENT FOR A/C ROOF TOP |
| | CURBS, NOTHING FOR EXHAUST FANS. |
| | |
| | |
| | THE ROOF MOUNTED EXHAUST FAN DETAIL DOES INDICATE THE |
| | ANCHORING AT 18 INCHES ON CENTER OR AS RECOMMENDED BY |
| | THE STRUCTURAL ENGINEER. NOTE ABOVE THE DETAIL IS FOR |
| | REFERENCE ONLY. TO BE VERIFIED BY A LICENSED STRUCTURAL |
| | ENGINEER. 2014 FBC-M- 301.15 WIND RESISTANCE. |
| | MECHANICAL EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE |
| | EXPOSED TO WIND SHALL BE DESIGNED AND INSTALLED TO |
| | RESIST THE WIND PRESSURES DETERMINED IN ACCORDANCE WITH |
| | THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 6B) SEMI ?COMPLIED. 3RD REQUEST. THE MECHANICAL PLAN |
| | PROVIDES A ROOF TOP CURB DETAIL. THE SAME NOTE APPLIES, |
| | . NOTE ABOVE THE DETAIL IS FOR REFERENCE ONLY. TO BE |
| | VERIFIED BY A LICENSED STRUCTURAL ENGINEER. 2014 FBC-M- |
| | 301.15 WIND RESISTANCE. MECHANICAL EQUIPMENT, |
| | APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO WIND SHALL |
| | BE DESIGNED AND INSTALLED TO RESIST THE WIND PRESSURES |
| | DETERMINED IN ACCORDANCE WITH THE FLORIDA BUILDING |
| | CODE, BUILDING. |
| | |
| | 7) SEMI-COMPLIED. 3RD REQUEST. SHEET 036_S2.1 THE PLANS |
| | SHOW THE NEW RTU UNITS ARE GOING TO BE ATTACHED TO THE |
| | ROOF TOP CURBS. THE STRUCTURAL PLANS DO NOT GIVE THE |
| | ANCHORING FOR THE ROOF TOP EXHAUST FANS. 044_M7-1 ROOF |
| | MOUNTED EXHAUST FANS INDICATES ANCHOR FANS TO CURB WITH |
| | LAG SCREWS PER STRUCTURAL PLANS (NO DETAIL) OR MINIMUM |
| | OF (2) ON EACH SIDE. THIS DETAIL DOES NOT GIVE THE |
| | MINIMUM SIZE OF THE LAG SCREW FOR THE INSTALLATION FOR |
| | LATERAL WIND RESISTANCE. |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | 8) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & 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 |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
