| Date |
Text |
| 2020-02-03 07:03:46 | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 19100889 |
| | ADD: 2239 PALM BEACH LAKES BLVD. |
| | CONT: VINTAGE BUILD & DESIGN |
| | TEL: 561-420-2725 |
| | E-MAIL: [email protected] |
| | CONTACT: TARA BESWICK |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION. |
| | |
| | 2017 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: MON. FEB. 03/ 2019 |
| | ACTION: DENIED |
| | |
| | 1-3) COMPLIED. |
| | |
| | 4) 2ND REVIEW, PRODUCT APPROVALS: |
| | THE SUBMITTED PRODUCT APPROVALS THE ELEMENTS LISTED |
| | BELOW ARE NOT IDENTIFIED. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 4A) FL.812-R8 ARMOR SCREEN SERIES 2000 NONE OF THE |
| | ANCHORING SCHEDULES WITHIN THE APPROVAL HAVE BEEN FILED |
| | OUT, TYPE OF MOUNTING PER OPENING, CONCRETE, BLOCK |
| | WALL, EARTH ANCHORS SPACING, TYPE OF ANCHORS AND THE |
| | SQUARE FOOT OPENING AND ASSOCIATED PRESSURES. |
| | |
| | 4B) MIAMI-DADE NOA 15-0504.01 THE COOKSON CO. 12 FEET 5 |
| | INCH WIDE STEEL ROLLING DOOR. PLEASE IDENTIFY THE |
| | OPENING SIZE TO BE INSTALLED, THE ASSOCIATED PRESSURES |
| | AND ANCHORING TYPE AND SPACING. |
| | |
| | 4C) MIAMI-DADE NOA DAYBAR INDUSTRIES LS-18 OUTSWING |
| | DOOR W/ PANIC / LMI 19 PAGES WITHIN THE REPORT NONE OF |
| | THE DOOR TYPE AND HARDWARE WITH ASSOCIATED PRESSURES |
| | ARE IDENTIFIED, DOOR SIZE NOT IDENTIFIED, ANCHORING |
| | SCHEDULE, GLAZING TYPE, AND PRESSURES. |
| | |
| | 4D) MIAMI-DADE NOA 17-0630.11 CGI WINDOW AND DOORS |
| | HEAVY DUTY CLIPPED TUBE MULLION, 29 PAGES OF SCHEDULES |
| | NOTHING IS IDENTIFIED. PLEASE IDENTIFY ON THE PRODUCT |
| | APPROVAL BEFORE SUBMITTING TO DESIGNER OF RECORD AND |
| | BEFORE SUBMISSION TO THE BUILDING DEPARTMENT. FOR ALL |
| | PRODUCTS WITH GLAZING, PLEASE IDENTIFY THE OPENING |
| | WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B 1405.13.1 |
| | |
| | 4E) MIAMI-DADE NOA 17-1114.01 CGI WINDOWS & DOORS 18 |
| | PAGES OF SCHEDULES, NOTHING IS IDENTIFIED. PLEASE |
| | IDENTIFY ON THE PRODUCT APPROVAL BEFORE SUBMITTING TO |
| | DESIGNER OF RECORD AND BEFORE SUBMISSION TO THE |
| | BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, |
| | PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF |
| | GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR |
| | REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B |
| | 1405.13.1. |
| | |
| | 4F) FL-26048-R1 18 PAGES, NOT MARKED, NOT IDENTIFIED. |
| | PLEASE IDENTIFY ON THE PRODUCT APPROVAL BEFORE |
| | SUBMITTING TO DESIGNER OF RECORD AND BEFORE SUBMISSION |
| | TO THE BUILDING DEPARTMENT. FOR ALL PRODUCTS WITH |
| | GLAZING, PLEASE IDENTIFY THE OPENING WIDTH & HEIGHT, |
| | TYPE OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED |
| | OR REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2017 FBC-B |
| | 1405.13.1 |
| | |
| | 4G) FL 9730-R4. PANEL WALLS/ HURRICANE SHUTTERS. 6 |
| | PAGES, NOTHING IS IDENTIFIED. 1609.1.2, 1715.8 & EXIST |
| | BUILD CODE 706.4 PROCEDURES: A COMPLETE INSTALLATION |
| | SCHEDULE SUMMARIZING & IDENTIFYING OPENING SIZES, STORY |
| | HEIGHTS, UNIT MARK NUMBERS, UNIT SPANS/WIDTHS, UNIT |
| | STORM BAR REINFORCING REQUIREMENTS, WALL PRESSURE |
| | ZONES, SLAT TYPES, ETC. |
| | |
| | 4H) MIAMI-DADE NOA 16-0219.01 TC-5 SERIES STEEL ROOF |
| | CURB FOR TRANE ROOF TOP UNITS. PAGE 5 OF REPORT STATES |
| | THE RESTRAINT BRACKET QUANTITY DETERMINED SITE SPECIFIC |
| | CALCULATIONS BY FLORIDA P.E. OR FLORIDA ARCHITECT. |
| | |
| | 4I) MIAMI-DADE NOA EITHER ROOF TOP OF SIDEWALL MOUNTED |
| | EXHAUST FAN. 13 PAGES NOTHING IS MARKED AS UNIT TYPE, |
| | INSTALLATION TYPE WALL OR ROOF MOUNT, ANCHOR TYPE, SIZE |
| | OR SPACING WITH ASSOCIATED EITHER WALL OR ROOF |
| | PRESSURES. IF ROOF MOUNT, CURB TYPE AND ANCHORAGE TO |
| | THE ROOF, AND ANCHORAGE OF THE EXHAUST FAN TO THE ROOF |
| | TOP CURB. LATERAL FORCE-RESISTING SYSTEM |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS, FANS AND OR VENTS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2017 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS. |
| | |
| | 5) 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 BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | BUILDING DIVISION / DEVELOPMENT SERVICES DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
