| Date |
Text |
| 2020-07-12 15:27:47 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2017 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 20061052 |
| | ADD: 3200 ELECTRONICS WAY |
| | CONT: CLEAR SPAN STRUCTURES |
| | TEL: 561-803-8100 / GLENN BLOUNT |
| | E-MAIL: [email protected] |
| | |
| | 2017 FLORIDA BUILDING CODE W 2017 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: SUN. JULY 12TH/ 2020 |
| | ACTION: DENIED |
| | |
| | 1) THERE IS A DISCREPANCY IN OCCUPANCY CLASSIFICATION |
| | FOR THIS BUILDING. THE SITE PLAN SHEET LIST THE |
| | OCCUPANCIES AS INDUSTRIAL & BUSINESS WHEREAS THE LIFE |
| | SAFETY SHEET INDICATES THE OCCUPANCIES TO BE S2 STORAGE |
| | AND BUSINESS OCCUPANCY. 107.2.1.2. ADDITIONAL |
| | INFORMATION IS REQUIRED, DISCREPANCY IN PLANS. |
| | |
| | 2) PLEASE PROVIDE A SURVEY, THERE SEEMS TO BE A PORTION |
| | OF THE PROPERTY IN AN A FLOOD ZONE. THE OTHER ISSUE IS |
| | THE LOCATION OF THE BUILDING AND CLOSENESS TO THE |
| | PROPERTY LINE AND COMPLIANCE WITH TABLE 602 OF THE 2017 |
| | FBC-B. SHOW DISTANCES FROM PROPERTY LINES AND OTHER |
| | STRUCTURES AND OR PROPOSED STRUCTURES. |
| | |
| | 3) THERE IS ALSO A DISCREPANCY IN THE TYPE OF MATERIAL |
| | THE REAR WALL IS TO BE CONSTRUCTED FROM. SHEET A-4.0 |
| | HAS A NOTE BY THE BACK WALL DETAIL STATING THAT THE |
| | BACK WALL IS TO BE METAL SIDING BY THE BUILDING |
| | MANUFACTURER, TYPICAL. WHEREAS SHEET S-3.0 & S-4.0 |
| | DETAILS A & B BOTH SHOW THE REAR WALL TO BE CONSTRUCTED |
| | AS A 12 INCH THICK CMU WALL AND COLUMN TYPE 2 ALSO |
| | BEING 12 INCHES THICK. |
| | |
| | 4) THERE ARE NO STRUCTURAL SHEETS SUBMITTED FOR THE |
| | METAL FRAME BUILDING, SHOWING THE BUILDING ELEVATIONS |
| | WITH THE SPACING OF THE HORIZONTAL GIRTS AND PURLINS. |
| | COMPLIANCE WITH THE EXTERIOR WALL AND ROOF FASTENING |
| | SYSTEM CANNOT BE REVIEWED. THE MISSING INFORMATION THE |
| | PRODUCT APPROVAL FOR THE METAL EXTERIOR WALL SYSTEM AND |
| | METAL ROOF SYSTEM. WITHOUT THE PRODUCT APPROVALS BEING |
| | SUBMITTED, IDENTIFYING THE TYPE OF WALL AND ROOF PANELS |
| | BEING INSTALLED, WITH THEIR ALLOWABLE SPACING BETWEEN |
| | SUPPORTS (GIRTS & PURLINS) AND ASSOCIATED PRESSURES NO |
| | REVIEW FOR THE STRUCTURAL PORTION OF THE BUILDING CAN |
| | BE COMPLETED. |
| | |
| | 5) BUILDINGS WITH WELDED OR BOLTED 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. |
| | 2017 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. |
| | |
| | 6A) COMPONENTS & CLADDING PLEASE SUPPLY THE PRODUCT |
| | APPROVAL FULL REPORTS. IF IN THE PRODUCT APPROVAL THERE |
| | ARE MULTIPLE SUB-SYSTEMS APPROVED IDENTIFY (CIRCLE) |
| | WHICH APPLICATION IS TO BE INSTALLED. |
| | 2017 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)(A) EXTERIOR DOORS, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: METAL WALL PANELS, STOREFRONTS, |
| | CURTAIN WALLS, WALL LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, METAL ROOF PANELS, |
| | LIGHTWEIGHT CONCRETE INSULATION, ROOF TOP VENTILATORS |
| | |
| | 6B) W. P. B. 107.3.4. PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY FLORIDA ADMINISTRATIVE CODE RULE |
| | 61G20 SHALL BE REVIEWED AND APPROVED IN WRITING 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.. |
| | |
| | 6C) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 7) THE OTHER UNKNOWN IS IF THE ENGINEER OF RECORD FOR |
| | THE METAL BUILDING MANUFACTURER HAS DESIGNED THE ROOF |
| | SYSTEM TO SECTION 2211.5 OF THE FBC-B AISI S210 OR AISI |
| | S 100? WITH A GREATER DEDUCTION IN PRESSURES ALONG WITH |
| | THE DEDUCTION FROM VULT TO VASD? |
| | |
| | 8) ADA DETAILS SHEET ADA 1.1: |
| | |
| | 8A) DETAIL 12 WATER CLOSET DETAIL DOES NOT PROVIDE THE |
| | HEIGHT OF THE GRAB BARS FROM FINISH FLOOR. 2017 |
| | FBC-ACCESSIBILITY CODE SECTION 609.4 POSITION OF GRAB |
| | BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL |
| | POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE |
| | THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING |
| | SURFACE, NOT CENTERLINE. |
| | |
| | 8B) DETAIL # 13 THE DRINKING FOUNTAIN SHOWS THE HIGH/ |
| | LOW DRINKING FOUNTAIN. THE BOTTOM OF THE LOWER DRINKING |
| | FOUNTAIN DOES MEET THE CODE REQUIREMENT OF NOT HIGHER |
| | THAN THE 27 INCHES WHEREAS THE HIGH FOUNTAIN IS WELL |
| | ABOVE THE REQUIRED 27 INCHES FROM FINISH FLOOR. |
| | 2017 FBC-ACCESSIBILITY CODE SECTION, PROTRUDING OBJECTS |
| | 307.2 PROTRUSION LIMITS 307.2. OBJECTS WITH LEADING |
| | EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES |
| | ABOVE THE FLOOR SHALL NOT PROTRUDE MORE THAN 4 INCHES |
| | HORIZONTALLY IN TO THE CIRCULATION PATH. |
| | |
| | 9) 2017 ENERGY CODE SECTION C401.2 APPLICATION. |
| | COMMERCIAL BUILDINGS SHALL COMPLY WITH ONE OF THE |
| | FOLLOWING: |
| | 3.1.THE REQUIREMENTS OF ANSI/ASHRAE/IESNA 90.1, |
| | EXCLUDING SECTION 9.4.1.1(G) OF THE STANDARD. |
| | 3.2.THE REQUIREMENTS OF SECTIONS C402 THROUGH C405. IN |
| | ADDITION, COMMERCIAL BUILDINGS SHALL COMPLY WITH |
| | SECTION C406 AND TENANT SPACES SHALL COMPLY WITH |
| | SECTION C406.1.1. |
| | 3.3.THE REQUIREMENTS OF SECTIONS C402.5, C403.2, C404, |
| | C405.2, C405.3, C405.5, C405.6 AND C407. THE BUILDING |
| | ENERGY COST SHALL BE EQUAL TO OR LESS THAN 85 PERCENT |
| | OF THE STANDARD REFERENCE DESIGN BUILDING. |
| | |
| | 10) 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. |
| | A THOROUGH REVIEW OF THE PLANS COULD NOT HAPPEN SINCE |
| | THERE WAS A GREAT DEFICIENCY IN PLANS AND REQUIRED |
| | DOCUMENTATION. WITH THE NEXT PLAN REVIEW CYCLE THERE |
| | MAYBE ADDITIONAL REVIEW COMMENTS BECAUSE OF NEW PLANS |
| | AND INFORMATION LACKING UNDER THE PRIOR REVIEW. |
| | |
| | PLEASE NOTE WE ARE WORKING FROM HOME BECAUSE OF COVID |
| | 19 |
| | IF YOU WOULD LIKE TO CONTACT ME, MY CELL NUMBER IS |
| | 561-718-9724. |
| | |
| | JAMES A. WITMER BN, PX, SFP, 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] |
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