| Date |
Text |
| 2022-07-06 14:52:26 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22050621 |
| | ADD: 525 S FLAGLER DR # 15D |
| | CONT: C. R. WILSON CONSTRUCTION |
| | TEL: 561-640-0060 |
| | 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. JULY 06/2022 |
| | ACTION: DENIED |
| | |
| | 1) SHEETS A6 & A7 BOTH INDICATE THE REPLACEMENT OF |
| | EXTERIOR GLAZING WINDOWS AND DOORS. PRESSURES ARE GIVEN |
| | FOR ZONE 4 +66/-66 & ZONE 5 +66/ -121. THE PLANS ARE |
| | SILENT TO THE TRIBUTARY AREA. THE PLANS LACK THE WIND |
| | DESIGN CRITERIA TO ARRIVE WITH THESE PRESSURES, NOTE |
| | HIGH RISE BUILDING. |
| | |
| | 2020 FBC-B 1603.1.4 WIND DESIGN CRITERIA. THE FOLLOWING |
| | INFORMATION RELATED TO WIND LOADS SHALL BE SHOWN, |
| | REGARDLESS OF WHETHER WIND LOADS GOVERN THE DESIGN OF |
| | THE LATERAL FORCE-RESISTING SYSTEM OF THE STRUCTURE: |
| | |
| | 1.1. ULTIMATE DESIGN WIND SPEED, VULT, (3-SECOND GUST), |
| | MILES PER HOUR AND NOMINAL DESIGN WIND SPEED, VASD, AS |
| | DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1. |
| | |
| | 1.2. RISK CATEGORY. |
| | |
| | 1.3. WIND EXPOSURE. APPLICABLE WIND DIRECTION IF MORE |
| | THAN ONE WIND EXPOSURE IS UTILIZED. TABLE 1609.7.2. |
| | HEIGHT AND EXPOSURE. ASCE 7-16 TABLE 30.3.1. |
| | |
| | 1.1.4. APPLICABLE INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 5. DESIGN WIND PRESSURES TO BE USED FOR EXTERIOR |
| | COMPONENTS AND CLADDING MATERIALS SPECIFICALLY DESIGNED |
| | BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR |
| | THE DESIGN OF THE STRUCTURE, PSF. |
| | |
| | 1.6. TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| | EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| | BUILDING. ASCE 7-10 TABLE 30.3.1. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | |
| | 1.7) 2020 FBC-B 1709.5.1 HABITAT SPACES, WATER |
| | INTRUSION. EXTERIOR DOORS AND WINDOWS. EXCEPTION # 2. |
| | SILL LIMITING FACTOR. |
| | |
| | 2)REQUIREMENTS TO BE CLASSIFIED AS EXPOSURE D. |
| | 2020 FBC-BUILDING 1609.4.3. EXPOSURE CATEGORIES, |
| | EXPOSURE D. EXPOSURE D SHALL APPLY WHERE THE GROUND |
| | SURFACE ROUGHNESS, AS DEFINED BY SURFACE ROUGHNESS D, |
| | PREVAILS IN THE UPWARD DIRECTION FOR A DISTANCE OF AT |
| | LEAST 5,000 FEET OR 20 TIMES THE HEIGHT OF THE |
| | BUILDING, WHICHEVER IS GREATER. EXPOSURE SHALL ALSO |
| | APPLY WHERE THE GROUND SURFACE ROUGHNESS IMMEDIATELY |
| | UPWIND OF THE SITE IS B OR C , AND THE SITE IS WITHIN A |
| | DISTANCE OF 600 FEET OR 20 TIMES THE BUILDING HEIGHT, |
| | WHICHEVER IS GREATER, FROM AN EXPOSURE D CONDITION AS |
| | DEFINED IN THE PREVIOUS SENTENCE. |
| | |
| | 3) COMPONENTS & CLADDING. 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 |
| | (C) PANEL WALLS: STOREFRONTS |
| | |
| | 4) 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. |
| | |
| | 5) 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. |
| | |
| | 6) 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. |
| | |
| | 7) SHEET A3 THE PROPOSED FLOOR PLAN SHOWS FLOOR |
| | FINISHES TO BE EITHER TILE AND OR CARPET. FLOOR |
| | INSULATION/ UNDERLAYMENT (FBC-B 2020) FOR TILE, STONE, |
| | MARBLE, VINYL (LYT/ LYP), LAMINATE FLOORING AND WOOD |
| | FLOORING ALL NEED TO HAVE HAD THE SOUND UNDERLAYMENT |
| | TESTED FLOOR ASSEMBLIES TO THE FOLLOWING STANDARDS AND |
| | MEET THE QUALIFICATIONS LISTED UNDER EACH OF THE |
| | STANDARDS FOR A 6 INCH CONCRETE FLOOR ASSEMBLY/ NO |
| | DROPPED CEILING: |
| | PLEASE PROVIDE ALL THREE TEST REPORTS FOR TYPE I AND OR |
| | TYPE II BUILDINGS SHOWING COMPLIANCE WITH: |
| | |
| | 7A) FBC-B 2020 1207.3 STRUCTURE-BORNE SOUND. |
| | FLOOR/CEILING ASSEMBLIES BETWEEN DWELLING UNITS OR |
| | BETWEEN A DWELLING UNIT AND A PUBLIC OR SERVICE AREA |
| | WITHIN THE STRUCTURE SHALL HAVE AN IMPACT INSULATION |
| | CLASS (IIC) RATING OF NOT LESS THAN 50 (45 IF FIELD |
| | TESTED) WHEN TESTED IN ACCORDANCE WITH ASTM E-492. |
| | |
| | 7B) FBC-B 2020 1207.2 AIR-BORNE SOUND. WALLS, |
| | PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING |
| | DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR |
| | SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS |
| | (STC) OF NOT LESS THAN 50 (45 IF FIELD TESTED) FOR |
| | AIR-BORNE NOISE WHEN TESTED IN ACCORDANCE WITH ASTM E |
| | 90. |
| | |
| | 7C) FLAME SPREAD- FBC-B 2020 603.1. EXCEPTION 2. (TILE |
| | & MARBLE) INSULATION INSTALLED BETWEEN A FINISHED FLOOR |
| | AND SOLID DECKING WITHOUT INTERVENING AIRSPACE SHALL BE |
| | ALLOWED TO HAVE A FLAME SPREAD INDEX OF NOT MORE THAN |
| | 200. |
| | 8) 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. |
| | |
| | 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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