| Date |
Text |
| 2021-10-27 07:59:14 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT:21080091 |
| | ADD: 315 S. FLAGLER DR. / CHAPEL RENOVATION |
| | CONT: PHILIP E. JOHNSON INC. |
| | TEL: 561-366-1034 |
| | 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. |
| | |
| | 1ST REVIEW |
| | DATE: WED. OCT. 27TH/ 2021 |
| | ACTION: DENIED |
| | |
| | 1) THE CODE ANALYSIS SHEET A101C INDICATES THE |
| | CONSTRUCTION TYPE TO BE I-B. PLEASE NOTE THIS IS A 13 |
| | STORY HIGHRISE, OCCUPANCY TYPE I-2. PLEASE REVIEW THE |
| | 2020 FBC-B TABLE 504.4. |
| | |
| | 2) SHEET S-2 WIND LOAD SHEET PROVIDED IS FOR BUILDINGS |
| | 60 FEET IN HEIGHT OR LESS. PLEASE UPDATE THE WIND CODE |
| | ANALYSIS FOR A 13-STORY BUILDING. NEGATIVE PRESSURES |
| | ARE TAKEN FROM THE MEAN ROOF HEIGHT. 2020 FBC-B |
| | 1603.1.4 WIND DESIGN DATA. |
| | |
| | 3) 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, MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | |
| | 4) 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. |
| | |
| | 5)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. |
| | |
| | 6) IDENTIFY GLAZING/ MULLIONS. 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. |
| | |
| | 7) SHEET S311 CEILING DETAILS. IT APPEARS THE CEILING |
| | IS TO BE HUNG FROM METAL TRACK AND METAL STUDS BUT |
| | THERE IS NO INFORMATION AS TO THE SIZE OF TRACK OR |
| | STUDS, THICKNESS, GAUGE OF TRACK & STUDS, SPACING OF |
| | ANY OF THE FRAMING MEMBERS, ANCHORING OF TRACK TO THE |
| | STRUCTURAL DECK ABOVE, OR THE AMOUNT OF ANCHORS AND |
| | SIZE FROM FRAMING MEMBER TO FRAMING MEMBER. 107.2.1.2. |
| | ADDITIONAL INFORMATION IS REQUIRED. 2020 FBC-B TABLE |
| | 2508.1STEEL FRAMING FOR GYPSUM BOARD. |
| | |
| | 8) SHEET A714 WINDOW CUT SECTION SHOW A NEW STEEL |
| | LINTEL. THE STRUCTURAL SHEETS DO NOT PROVIDE THE SIZE |
| | OF THE LINTEL, NOR HOW THE LINTEL IS TO BE ANCHORED AS |
| | PART OF THE MWFRS, MAIN WIND FORCE RESISTING SYSTEM. |
| | 107.2.1.2. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 9) SHEET A701 INTERIOR ELEVATIONS SHOWS MARBLE WAINSCOT |
| | ON SOME WALLS, OTHER WALLS THE MARBLE GOES FROM THE |
| | FLOOR TO THE CEILING. SHEET A821 SHOWS MARBLE CLADDING |
| | ABOVE THE WINDOW. THE PLAN DOES NOT INDICATE HOW THE |
| | MARBLE VENEER IS TO BE ANCHORED TO THE INTERIOR WALL |
| | SUB-SURFACE. SECTION 1405.8 IS SLAB-TYPE VENEERS |
| | (EXTERIOR OF BUILDING), HOW DO YOU ANCHOR THE MARBLE |
| | VENEERS TO THE INTERIOR WALLS. HOW ARE YOU GOING TO |
| | SUPPORT THE MARBLE SLABS OVER WINDOWS? 107.2.1.2 |
| | ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 10) THE PERMIT VALUE OF $85,000.00 IS LOW CONSIDERED |
| | ALL OF THE MARBLE WORK THAT IS TAKING PLACE AND DROPPED |
| | CEILING WITHIN THE CHAPEL. 109.3 BUILDING PERMIT |
| | VALUATION.IF, IN THE OPINION OF THE BUILDING OFFICIAL, |
| | THE CLAIMED VALUATION OF BUILDING, ALTERATION, |
| | STRUCTURE, ELECTRICAL, GAS, MECHANICAL, OR PLUMBING |
| | SYSTEMS APPEARS TO BE UNDERESTIMATED ON THE |
| | APPLICATION, THE PERMIT SHALL BE DENIED. FOR PERMITTING |
| | PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE |
| | TOTAL REPLACEMENT PURPOSES, VALUATION OF BUILDINGS AND |
| | SYSTEMS SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE |
| | STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, INTERIOR |
| | FINISHES, NORMAL SITE WORK (EXCAVATION AND BACKFILL FOR |
| | BUILDINGS), ARCHITECTURAL AND DESIGN FEES, MARKETING |
| | COST, OVERHEAD AND PROFIT; EXCLUDING ONLY LAND VALUE. |
| | VALUATION REFERENCES MAY INCLUDE THE LATEST PUBLISHED |
| | DATA OF NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | |
| | 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. |
| | |
| | |
| | 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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