| Date |
Text |
| 2021-08-03 16:06:29 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 21050626 |
| | ADD: 2255 PALM BEACH LAKES BLVD. |
| | CONT: TBD/ TO BE DETERMINED |
| | TEL: ??? |
| | 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. AUGUST 03RD/ 2021 |
| | ACTION: DENIED |
| | 1-4) COMPLIED. |
| | |
| | 5) BUILDING PROVISO: 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. |
| | |
| | 6) SEMI-COMPLIED. 2ND REQUEST. WIND SPEED OF 168 MPH 3 |
| | SECOND GUST HAS BEEN CORRECTED. THE 168 MPH/ VULT WOULD |
| | BE FINE, 130 MPH/ VASD. UNDER THE HEADING 11 WIND |
| | PRESSURES NOTE 1 STATES THE ROOF AND WALL PRESSURES |
| | WERE TAKEN AT A MEAN ROOF HEIGHT OF 11 FEET. SHEET A3.0 |
| | THE EXTERIOR ELEVATION SHEET SHOWS PARAPET HEIGHTS OF |
| | 23 & 25 FEET IN HEIGHT. THE MEAN ROOF HEIGHT IS NOT |
| | GIVEN. SHEET S2.2 IS FOR ROOF AND MEZZANINE FRAMING |
| | PLAN, SO WITH A MEZZANINE LEVEL MEZZANINE FLOOR FRAMING |
| | AND ROOF BAR JOIST THE MEAN ROOF HEIGHT IS DEFINITELY |
| | OVER 11 FEET IN HEIGHT AND THE ASSOCIATE WALL AND ROOF |
| | PRESSURES PROVIDED. WIND LOAD CALCULATIONS PAGE 60 OF |
| | 77 HAS TAKEN THE MEAN ROOF HEIGHT OF 20 FEET |
| | |
| | 1ST ROUND COMMENTS. SHEET S1.1 UNDER THE HEADING DESIGN |
| | CRITERIA NOTE 5) WIND LOADS LIST THE BASIC WIND SPEED |
| | AS V(3 SECOND GUST AS 108 MPH. PLEASE REVIEW THE 2020 |
| | FBC-B SEE FIGURE 1609.3(1) VULT DESIGN WIND SPEED/ 3 |
| | SECOND GUST., VULT FOR RISK CATEGORY II BUILDINGS. WE |
| | ARE LOCATED IN THE 170 MPH, 3 SECOND GUST VULT WIND |
| | ZONE OR 132 MPH, 3 SECOND GUST. VASD. YOU CAN |
| | INTERPOLATE BETWEEN WIND SPEED CONTOUR LINES. I COULD |
| | NOT FIND IN THE PLANS WHERE THE DESIGN PRESSURES WERE |
| | GIVEN FOR ZONES 1,2,3 ROOF ZONES AND WALL ZONES 4 & 5. |
| | PLEASE PROVIDE ALL PRESSURES IN VASD SINCE THE |
| | PRESSURES ARE IN THE PRODUCT APPROVALS ARE VASD. PLEASE |
| | PROVIDE CHARTS FOR EFFECTIVE WIND AREA IN 10 SQ. FT., |
| | 20 SQ. FT., 50 SQ. FT., AND 100 SQ. FT. AND VALUES FOR |
| | THE STATED MEAN ROOF HEIGHT. STATED PRESSURES SHOULD BE |
| | IN VASD THE SAME AS PRODUCT APPROVALS, EXPOSURE C . |
| | |
| | 7-11) BUILDING PROVISOS/ DEFERRED SUBMITTALS. |
| | |
| | 7) DEFERRED SUBMITTALS. THERE ARE SEVERAL PRODUCT |
| | APPROVALS SUBMITTED THAT DO NOT HAVE EITHER A FLORIDA |
| | PRODUCT APPROVAL OR A MIAMI-DADE NOA. ALL PRODUCT |
| | APPROVALS IN FLORIDA MUST HAVE A THIRD-PARTY QUALITY |
| | ASSURANCE PROGRAM AND ALL WINDOWS AND DOORS HAVE TO HAD |
| | PASSED THE LARGE MISSILE TESTING OR HAVE THE OPENINGS |
| | SHUTTERED. COMPONENTS & CLADDING |
| | 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, MECHANICAL SYSTEM CURBS ROOF TOP |
| | VENTILATORS |
| | |
| | |
| | 8) DEFERRED SUBMITTALS. THE DESIGNER OF RECORD AT THIS |
| | TIME ASK FOR ALL PRODUCT APPROVALS TO BE DEFERRED |
| | SUBMITTALS. NOTE IF THE PRODUCT APPROVALS ARE ISSUED |
| | WITH THE PLANS AND IF THE TBD TO BE DETERMINED |
| | CONTRACTOR ELECTS TO USE A DIFFERENT PRODUCT EACH NEW |
| | PRODUCT APPROVAL IS CONSIDERED A SEPARATE REVISION, IF |
| | REVIEWS AND ASSOCIATED FEES. |
| | 107.3.4.2 DEFERRED SUBMITTALS. FOR THE PURPOSES OF THIS |
| | SECTION, DEFERRED SUBMITTALS ARE DEFINED AS THOSE |
| | PORTIONS OF THE DESIGN THAT ARE NOT SUBMITTED AT THE |
| | TIME OF THE APPLICATION AND THAT ARE TO BE SUBMITTED TO |
| | THE BUILDING OFFICIAL WITHIN A SPECIFIED PERIOD. |
| | DEFERRAL OF ANY SUBMITTAL ITEMS SHALL HAVE THE PRIOR |
| | APPROVAL OF THE BUILDING OFFICIAL. THE REGISTERED |
| | DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL LIST |
| | THE DEFERRED SUBMITTALS ON THE CONSTRUCTION DOCUMENTS |
| | FOR REVIEW BY THE BUILDING OFFICIAL. |
| | DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| | SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| | THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| | INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| | BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| | THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| | ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| | SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| | OFFICIAL. |
| | |
| | |
| | 9) DEFERRED SUBMITTALS. 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. |
| | |
| | |
| | 10) DEFERRED SUBMITTALS. IDENTIFY GLAZING/ MULLIONS. |
| | 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. 2020 FBC-B |
| | 1405.13.1 INSTALLATION. WINDOWS AND DOORS SHALL BE |
| | INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURERS |
| | 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. |
| | |
| | 11) DEFERRED SUBMITTALS. 107.2.1.2 FOR ROOF ASSEMBLIES |
| | REQUIRED BY THE CODE, THE CONSTRUCTION DOCUMENTS SHALL |
| | ILLUSTRATE, DESCRIBE AND DELINEATE THE TYPE OF ROOFING |
| | SYSTEM, MATERIALS, VENTING, FASTENING REQUIREMENTS, |
| | FLASHING REQUIREMENTS AND WIND RESISTANCE RATING THAT |
| | ARE REQUIRED TO BE INSTALLED. PRODUCT EVALUATION AND |
| | INSTALLATION SHALL INDICATE COMPLIANCE WITH THE WIND |
| | CRITERIA REQUIRED FOR THE SPECIFIC SITE. 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. |
| | |
| | 12) 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. |
| | |
| | MONDAY AUGUST 02ND/ 2021 ALL PLANS EXAMINERS WILL BE |
| | WORKING FROM CITY HALL. |
| | MY WORK HOURS ARE 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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