| Date |
Text |
| 2022-05-17 11:19:43 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22010966 |
| | ADD: 185 BANYAN BLVD. |
| | CONT: MGM GENERAL CONTRACTING |
| | TEL: 954-532-9620 |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | NO TRANSMITTAL LETTER WAS SUBMITTED FOR BUILDING |
| | REVIEW. A TRANSMITTAL LETTER / NARRATIVE 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. |
| | 3RD REVIEW |
| | DATE: TUES. MAY 17TH/ 2022 |
| | ACTION: DENIED |
| | |
| | 1-2) COMPLIED. |
| | 3) SHEET A2.02: |
| | |
| | 3) COMPLIED. SHEET A2.02 NOTE 10 NEW SERVICE STATION |
| | MAX. HEIGHT OF STATION TO BE 34 INCHES |
| | |
| | 4) COMPLIED. |
| | |
| | 5) COMPLIED, RESTROOM DOORS OUTSWING. |
| | |
| | 6) COMPLIED. |
| | |
| | 7) COMPLIED. |
| | |
| | 8) SHEET 6-3 VERSES A0.01 PROJECT DATA: |
| | |
| | 8A) SHEET A5.01 3D REQUEST THERE ARE NOTES ON THE PLANS |
| | FOR THE STEEL COLUMNS CLAD WITH WHITE WASHED WOOD |
| | STATING INHERENTLY THIS WOOD HAS A ONE HOUR FIRE |
| | RATING. THERE IS NO INFORMATION AS TO HOW THE COLUMNS |
| | ARE GOING TO BE ONE-HOUR FIRE RESISTANCE RATING FOR THE |
| | PRIMARY STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE |
| | TABLE 601 & SECTION 602.3. SUBMITTED THIS REVIEW SALES |
| | BROCHURE FOR FLAME OFF WITHIN THIS DOCUMENT IT STATES |
| | SEE ICC REPORT ESR-3874 AND UL D38327 NEITHER OF THESE |
| | DOCUMENTS WERE SUBMITTED WHERE THIS PRODUCT CAN BE |
| | USED. |
| | 2ND REQUEST. THE RESPONSE LETTER FOR BUILDING TYPE IIIA |
| | CONSTRUCTION IS UL V340 ASSEMBLY. PLEASE PROVIDE THE UL |
| | V 340 ASSEMBLY SINCE THE INSPECTOR IN THE FIELD WILL |
| | NOT HAVE A UL ASSEMBLY BOOK. DETAIL 2 INDICATES 6X20 |
| | GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS, AND |
| | ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE |
| | REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A |
| | 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION |
| | (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS. |
| | SECTION 602.3 FIRE RETARDANT TREATED WOOD. |
| | 1ST ROUND COMMENT. SHEET A0.01 PROJECT DATA LIST THE |
| | BUILDING TYPE AS A TYPE IIIA. DETAIL 2 INDICATES 6X20 |
| | GA. METAL STUDS, 5/8-INCH CDX PLYWOOD FOR WALLS, AND |
| | ROOF CDX PLYWOOD FOR THE DECK. PLEASE REVIEW THE |
| | REQUIREMENTS FOR EXTERIOR BEARING WALLS REQUIRING A |
| | 2-HOUR FIR RATING (TABLE 601) AND ROOF CONSTRUCTION |
| | (TABLE 601) 1 HOUR INCLUDING SECONDARY FRAMING MEMBERS. |
| | SECTION 602.3 FIRE RETARDANT TREATED WOOD. |
| | |
| | 8B)(1) 3RD REQUEST. SHEET A5.01 THE ROOF CEILING |
| | ASSEMBLY HAS A STEEL FRAMING HORIZONTAL FRAMING |
| | MEMBERS. THERE IS NO INFORMATION AS TO HOW THE ONE-HOUR |
| | FIRE RESISTANCE RATING FOR THE PRIMARY STRUCTURAL FRAME |
| | PER 2020 FBC-BUILDING CODE TABLE 601 & SECTION 602.3 |
| | WILL OCCUR. THERE ARE 2 NOTES ONE FOR 2 HR. FIRE RATING |
| | FOR HORIZONTAL ASSEMBLIES, 2 ? SHEETS FIRE RETARDANT |
| | TREATED PLYWOOD, PAPER BACK LATH, AND ? INCH OF STUCCO |
| | PLEASE PROVIDE THE UL ASSEMBLY. |
| | THE SECOND NOTE AGAIN STATES YOU CAN GET A 1 HOUR FIRE |
| | RATING FROM MANUFACTURED WHITE WASHED WOOD, PLEASE |
| | PROVIDE THE TESTING REPORT FOR USE IN THE HORIZONTAL |
| | PLANE. |
| | 2ND REQUEST. THE RESPONSE INDICATES INHERENTLY FIRE |
| | RATED WHITEWASHED TEAK WOOD. PLEASE PROVIDE TESTING |
| | REPORT AND OR UL REPORT WHERE TEAK MEETS A 1-HOUR FIRE |
| | RATING. |
| | ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES STEEL |
| | COLUMNS AND ROOF FRAMING LAYOUT. THERE IS NO |
| | INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE |
| | ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY |
| | STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 & |
| | SECTION 602.3. |
| | |
| | 8B)(2) 2ND REQUEST. THE RESPONSE NOTES ON THE PLAN |
| | STATES 2HOUR FIRE RATING UL V340 ASSEMBLY. PLEASE |
| | PROVIDE WHERE THE UL V340 WALL ASSEBMBLY HAS EVER BEEN |
| | TESTED FOR HORIZONTALLY. |
| | ROOF OVER BAR FRAMING PLAN. THIS DETAIL INDICATES |
| | PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS WELL AS |
| | NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH DIA. |
| | PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE WITH |
| | 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN TABLE |
| | 601. |
| | |
| | 8C) COMPLIED, 2020 FBC-B TABLE 721.1.3(9 |
| | |
| | 8D) BUILDING PROVISO: DETAIL # 6 CANOPY COLUMNS FIELD |
| | WIELDING AND SHEET S-4 DETAILS 1 & 2. WELDED OR BOLTED |
| | CONNECTIONS. THIS BUILDING CONTAINS EITHER BOLTED AND |
| | OR WELDED CONNECTIONS. THE CONTRACTOR IS REQUIRED TO |
| | PROVIDE WELD PROCEDURE SPECIFICATIONS & WELDER OPERATOR |
| | PERFORMANCE QUALIFICATION RECORDS IN ACCORDANCE WITH |
| | THE REFERENCED STANDARDS AT TIME OF INSPECTION FOR |
| | FIELD WIELDING, ON THE JOB-SITE WIELDING. THIRD PARTY |
| | CERTIFICATION WILL BE REQUIRED. |
| | THE OWNER MAY JUST HIRE A 3RD PARTY ENGINEERING FIRM TO |
| | COMPLETE AND APPROVE THE FORMER INSPECTIONS. REPORTS |
| | SUBMITTED TO BUILDING INSPECTOR AT TIME OF FRAMING |
| | INSPECTION. |
| | 2020 FBC-B 2204.1 WELDING |
| | 1. WELD PROCEDURES SPECIFICATIONS |
| | 2. QUALIFICATIONS OF WELDING PERSONAL |
| | 2017 FBC-B 2204.2 BOLTING. |
| | IF FURTHER CLARIFICATION AND OR QUESTIONS IS REQUIRED, |
| | PLEASE CONTACT THE CHIEF BUILDING INSPECTOR KEN CONRAD |
| | AT 561-805-6666 OR ACTING CHIEF BUILDING INSPECTOR |
| | RICHARD BRUNELLE AT 561-805-6670. |
| | |
| | 9) COMPLIED. SHEET S-1 WINDOW/ DOOR WALL PRESSURES. |
| | SHEET S-4 ROOF PRESSURES. |
| | |
| | 10) SEMI-COMPLIED. COMPONENTS & CLADDING. 3RD REQUEST, |
| | PRODUCT APPROVAL. PLEASE SUBMIT THE COMPONENTS AND |
| | CLADDING PRODUCT APPROVALS. 2020 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31(C) WALL LOUVER PRODUCT APPROVAL. |
| | W. P. B. 107.3.4. PRODUCT APPROVALS. |
| | NOA 22-0105.05 350 ALUMINUM FIXED WINDOW |
| | NOA 21-0708.15 DOUBLE STEEL DOOR SERIES LS1875 |
| | WALL LOUVER |
| | NOA 18-0108.20 CARLISLE SURE WELD SINGLE PLY TPO |
| | |
| | THOSE PRODUCTS WHICH ARE REGULATED BY FLORIDA |
| | ADMINISTRATIVE CODE RULE 61G20 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING (SHOP DRAWING STAMP OF APPROVAL) BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC. |
| | |
| | 12) BUILDING PROVISO: 107.3.4.2 DEFERRED SUBMITTALS: |
| | RETRACTABLE AWNINGS, UNDER SEPARATE PERMIT. |
| | FABRIC AWNINGS, UNDER SEPARATE PERMIT. |
| | |
| | 13) COMPLIED. NOA 22-0105.05 ECO WINDOWS 350 ALUMINUM |
| | FIXED WINDOWS L. M. I. |
| | |
| | 14) 3RD REQUEST. NOA 18-0108.20 ROOFING: SHEET A2.06 |
| | LIST COMPONENTS TO MAKE UP A ROOFING COMPONENT AND |
| | CLADDING, BUT IN THE ROOFING PRODUCT APPROVAL THE |
| | CONTRACTOR NOR DESIGNER OF RECORD HAS NOT IDENTIFIED ON |
| | PAGES 5-20 WHICH SUB-SYSTEM IS TO INSTALLED, IDENTIFIED |
| | MAXIMUM DESIGN PRESSURE ASSOCIATED WITH THE SUB-SYSTEM |
| | AND IF THE SUB-SYSTEM HAS GENERAL LIMITATION 7 WHICH |
| | ALLOWS FOR ENHANCED FASTENING IN ZONES 2 & 3 OR |
| | LIMITATION 9 WHICH DOES NOT ALLOW FOR ENHANCED |
| | FASTENING IN ZONES 2 & 3. PLEASE NOTE IF THE SUB-SYSTEM |
| | LIST LIMITATION 7 THEN THE ENHANCED FASTENING HAS TO BE |
| | SIGNED AND SEALED BY A QUALIFIED DESIGN PROFESSIONAL. |
| | 2ND REQUEST. FOR ALL ROOFING PRODUCTS PLEASE IDENTIFY |
| | ALL ROOFING SUB-SYSTEMS AND THEIR ASSOCIATED PRESSURES |
| | FOR ROOF ZONE # 1. REVIEW THE PRODUCT APPROVAL |
| | LIMITATIONS, IF ENHANCED FASTENING IS ALLOWED FOR ROOF |
| | ZONES 2 & 3. FASTENER DENSITIES SHALL BE INCREASED FOR |
| | BOTH INSULATION & THE BASE SHEET AS CALCULATED IN |
| | COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 117. |
| | CALCULATION PREPARED, SIGNED AND |
| | SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR |
| | REGISTERED ARCHITECT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. |
| | |
| | 15-17) COMPLIED. |
| | |
| | 18) A TRANSMITTAL LETTER / NARRATIVE 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. |
| | |
| | AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE WORKING |
| | FROM CITY HALL. |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ RETIRED. |
| | IF YOU WISH TO SPEAK WITH A PLANS EXAMINER BEFORE I GET |
| | BACK INTO THE OFFICE CALL |
| | (561)805-6700 AND ASK FOR THE PLANS EXAMINER ON-CALL. |
| | THANK YOU. |
| | |
| | JAMES A. WITMER BN, PX, SFP, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6717 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
