| Date |
Text |
| 2022-06-28 15:24:13 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22021413 |
| | ADD: 4650 GEORGIA AVE. |
| | CONT: PERK CONSTRUCTION |
| | TEL: 561-401-5984 |
| | E-MAIL: [email protected] |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2020 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: TUES. JUNE 28TH/ 2022 |
| | ACTION: DENIED |
| | |
| | 1) SHEET G1.0 PROJECT DATA & INDEX: |
| | 1A) NOTED: WIND LOAD DESIGN, THE DESIGNER OF RECORD HAS |
| | PLACED THIS BUILDING IN AN EXPOSURE D. |
| | |
| | 1B) 2ND REQUEST. THE RISK CATEGORY ASSIGNED TO THIS |
| | PROJECT IS RISK CATEGORY I. RISK CATEGORY I IS |
| | BUILDINGS OF AGRICULTURE FACILITIES, MINOR STORAGE |
| | BUILDINGS, SCREEN ENCLOSURES. PLEASE SEE TABLE 1604.5 |
| | OF THE 2020 FBC-BUILDING CODE THE RISK CATEGORY SHOULD |
| | READ AS RISK CATEGORY II. RESPONSE SHEET STATES RISK |
| | CATEGORY HAS BEEN STATED ON THE LIFE SAFETY SHEET, |
| | ILLEGIBLE HAZY, ALSO ON SHEETG1.0 AS RISK CATEGORY I. |
| | |
| | 1C) 2ND REQUEST. FUZZY CAN NOT READ WHEN ENLARGED. TYPE |
| | OF CONSTRUCTION/ OCCUPANCY TYPE IS GIVEN AS B/ FACTORY. |
| | PLEASE INDICATE WHETHER THE FACTORY OCCUPANCY IS A F1 |
| | OR F2. 2020 FBC-BUILDING CODE SECTIONS 306.2 GROUP F-1 |
| | OR GROUP F-2. |
| | |
| | 1D) THE QUESTION IS IN THE PROCESS OF AQUAMATION/ |
| | ALKALINE HYDROLYSIS HOW MUCH OF THE CHEMICAL ALKALINE |
| | WILL BE STORED ON SITE, WILL THE CHEMICAL BE STORED IN |
| | SOLID FORM POUNDS IN CUBIC FEET, LIQUID GALLONS IN WHAT |
| | TYPE OF STORAGE, WILL IT BE USED IN A CLOSED SYSTEM OR |
| | OPEN SYSTEM, PLEASE PROVIDE MSDS SHEETS FOR THIS |
| | CHEMICAL. ADDITIONAL INFORMATION IS REQUIRED, TABLE |
| | 307.1(1) OF THE 2020 FBC-BUILDING CODE. |
| | |
| | 1E) 2ND REQUEST. THE RESPONSE NOT SHOWN ON THE PLANS |
| | FOR COMPLIANCE. TYPE OF CONSTRUCTION/ LEVEL OF |
| | ALTERATION IS LEFT BLANK, ADDING TO AN EXISTING |
| | MEZZANINE WOULD BE A ADDITION OF SQUARE FOOTAGE TO THE |
| | BUILDING AND NEED TO SHOW COMPLIANCE WITH THE 2020 |
| | FBC-EXISTING BUILDING CODE CHAPTER 11 ADDITIONS, |
| | SECTION 1103.3.1. VERTICAL ADDITIONS. |
| | |
| | 1F)2ND REQUEST. WITH ADDITIONAL SQUARE FOOTAGE ON THE |
| | MEZZANINE LEVEL(NEW 2ND FLOOR) THE PROJECT DATA HAS NOT |
| | DECLARED THE LIVE LOADS FOR STORAGE SEE TABLE 1607.1 OF |
| | THE 2020 FBC-BUILDING, INDICATE ON THE FLOOR PLANS. |
| | |
| | 2) THE LIFE SAFETY SHEET LSP: |
| | 2A) MEZZANINES NEED TO SHOW COMPLIANCE WITH SECTION |
| | 505.2.1 THAT THE MEZZANINE CAN NOT BE GRATER THAN 1/3RD |
| | THE ROOM IT IS IN, THE INSIDE BUILDING LINE FLOOR AREA |
| | THAT COMMUNICATES WITH THE MEZZANINE IS |
| | 38.32 X 29= 1,111.25 AND THE AREA 5X9.25= 46.25 OR A |
| | TOTAL OF 1,157.50 SQ. FT. ONE THIRD OF THIS AREA IS |
| | 381.975 SQ. FT. THE AREA SHOWN OF THE PROPOSED |
| | MEZZANINE IS 573 SQ. FT. OR 191.00 FEET OVER THE |
| | ALLOWABLE SIZE OF THE MEZZANINE. |
| | |
| | 2B) COMPLIED. 2ND FLOOR LEVEL. |
| | |
| | 2C) SEMI-COMPLIED. THE PROPOSED 2ND FLOOR DOES NOT HAVE |
| | A DOOR AT THE TOP OF THE STAIR ENCLOSE NOR DOES THE |
| | VERTICAL LIFT. |
| | 1ST ROUND COMMENT. PLEASE SHOW ON THE LIFE SAFETY PLAN |
| | COMPLIANCE WITH 505.2.2 MEANS OF EGRESS FOR MEZZANINE |
| | AND CHAPTER 10 OF THE 2020 FBC-BUILDING CODE AND |
| | SECTION 1019.3 EXCEPTION 1 IF THE MEZZANINE |
| | REQUIREMENTS CAN NOT BE MET. PROVIDE THE COMMON PATH OF |
| | TRAVEL FROM THE FURTHEST POINT IN ACCORDANCE WITH TABLE |
| | 1006.2.1. 2020FBC-BUILDING CODE. |
| | |
| | 3) COMPLIED. |
| | 4A) 2ND REQUEST. SHEET A1.5 SHOWS NEW SINGLE AND PAIR |
| | OF EXTERIOR SWING DOORS. 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)(A) EXTERIOR DOORS |
| | |
| | 4B) 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 (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. |
| | 4C) PLEASE NOTE ONCE TO THE TECHNICAL SHEETS SOME WOULD |
| | OPEN AND SOME WOULD NOT, NOT ABLE TO REVIEW. |
| | |
| | 5) BUILDING PROVISO: SHEET S-2 SHOWS JOBSITE WELDING. |
| | 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 ACTING CHIEF BUILDING INSPECTOR |
| | RICHARD BRUNELLE AT 561-805-6670. |
| | |
| | 6) 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
| | |
| | |
| | MY WORK HOURS ARE USUALLY TUES. & WED. 7:30 AM- 4:30 PM |
| | PART-TIME/ SEMI-RETIRED. THE BEST WAY TO COMMUNICATE IS |
| | BY E-MAIL. |
| | |
| | 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] |
| | |
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