| Date |
Text |
| 2021-12-14 13:34:19 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21091210 / NEW CONSTRUCTION |
| | ADD: 1236 PALM BEACH LAKES BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | E-MAIL: [email protected] JESSICA LALOGGIA |
| | |
| | 2020 FLORIDA BUILDING CODE W 2020 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | |
| | 2ND REVIEW |
| | DATE: TUES. DEC. 14TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) COMPLIED. |
| | |
| | 2) 2ND REQUEST. FL 14218-R11. AS IN THE PAST WITH AUTO |
| | ZONE ALL PRODUCT APPROVALS WERE SUBMITTED HAVE THE |
| | DESIGNER OF RECORD STAMP OF APPROVAL, BUT NONE OF THE |
| | SUB-SYSTEMS HAVE BEEN IDENTIFIED. PLEASE IDENTIFY IN |
| | 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, SILL HEIGTH, TYPE |
| | OF GLAZING, MULLION SIZE, LENGTH IF UNREINFORCED OR |
| | REINFORCED INFORMATION IF REQUIRED, ATTACHMENTS AND |
| | ASSOCIATE PRESSURES FOR EACH OPENING SIZE. 2020 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. |
| | |
| | 3A) COMPLIED. THE METAL ROOF REPORT FL 11241-R7 HAS 6 |
| | SUB-REPORTS WITH VARYING METALS CONFIGURATIONS AND |
| | PRESSURES. |
| | |
| | 3B) 2ND REQUEST. ROOFING REPORT FL16739-R26 ONLY HAS |
| | THE FIRST 2 SHEETS OF THE REPORT. |
| | 1ST ROUND COMMENTS. GAF SINGLE PLY ROOF SYSTEM FL |
| | 16739-R26 WAS SUBMITTED THE DESIGNER STAMP OF APPROVAL |
| | ON THE COVER SHEET, PAGE 1 OF 137, OR SHEET 8 OF 144 |
| | HIGHLIGHTED TABLE 2D STEEL DECK NEW ROOF MECHANICALLY |
| | FASTENED ROOF PAGES 31-38 OF REPORT IS HIGHLIGHTED. |
| | PAGE 31 OF 137 STARTS THE SUB-SYSTEMS TABLE 2 D FOR |
| | MECHANICALLY FASTEN ROOF SYSTEMS THROUGH PAGE 38 OF 137 |
| | PAGES, NO SUB-SYSTEM IS HIGHLIGHTED. |
| | ALSO |
| | ALSO ON PAGE 12 OF 137 SYSTEM S-45 HIGHLIGHTED WITH A |
| | DESIGN PRESSURE OF -45.0 *. AT THE TOP OF THE SHEET |
| | THIS IS FOR STEEL OR CONCRETE DECK. YOU CAN?T HIGHLIGHT |
| | 2 SYSTEMS. PLEASE PICK WHICH SUB-SYSTEM IS TO BE |
| | INSTALLED. PLEASE ALSO READ WHAT THE * MEANS. SEE PAGE |
| | 2 NOTE NUMBER 9 STATES THIS EXTRAPOLATION IS NOT |
| | PERMITTED FOR SYSTEMS MARKED WITH AN ASTERISK * MARK. |
| | |
| | 4) COMPLIED. |
| | |
| | 5) COMPLIED. |
| | |
| | 6) BUILDING PROVISO: THE LIFE SAFETY SHEET A-1.1 SHOWS |
| | SHELVING UNITS 90 INCHES IN HEIGHT AND 114 INCHES IN |
| | HEIGHT. THERE IS ALSO A NOTE THE MAXIMUM SHELVING UNIT |
| | HEIGHT IS 144 INCHES. SHELVING UNITS THAT ARE OVER 60 |
| | INCHES IN HEIGHT REQUIRE A SPERATE PERMIT AND REVIEW. |
| | 2020 W. P. B. ADMINISTRATIVE CODE SECTION 105.2 (6). |
| | THE SHELVING CAN BE REVIEWED UNDER THIS SET OF PLANS A |
| | SEPARATE PERMIT APPLICATION AND FEES ARE REQUIRED. |
| | |
| | 7) COMPLIED. STEEL FOR THE TOP BOND BEAM. |
| | |
| | 8) BUILDING PROVISO: SHEET S-2 SHOWS THE BAR JOIST |
| | SPACING AND REQUIRED ADDITIONAL STEEL FOR RTU AND ROOF |
| | HATCH OPENINGS WITHIN THE ROOF FRAMING SYSTEM. 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. |
| | |
| | 9) 2ND REQUEST. SUBMITTED THE COVERSHEETS FOR THE |
| | PRODUCT APPROVAL FOR ROOF HATCH. NO TECHNICAL SHEETS |
| | WERE SUBMITTED. THE PRODUCT APPROVAL COVER SHEETS AND |
| | TECHNICAL SHEETS SHOULD BE SUBMITTED IN THE SAME FILE. |
| | 1ST ROUND COMMENT. SHEET S2 DETAIL 5 INDICATES A ROOF |
| | HATCH. COMPONENTS & CLADDING. SUBMIT THE PRODUCT |
| | APPROVAL FOR THE ROOF HATCH. 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) |
| | ROOF HATCHES. |
| | |
| | 10) COMPLIED. ROOF TOP CURB NOA: 20-0917.03 PAGE PG 4 & |
| | 5. |
| | |
| | 11) 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. |
| | |
| | PLEASE NOTE WITH THE LACK OF INFORMATION FOR THIS |
| | REVIEW, SUBSEQUENT REMARKS MAYBE MADE IN THE NEXT |
| | REVIEW CYCLE. |
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| | |
| | MONDAY 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] |
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