Date |
Text |
2022-03-09 09:03:20 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| SERVICES/ BUILDING DIVISION |
| 2020 FBC- BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 22010966 |
| ADD: 185 BANYAN BLVD. |
| CONT: MGM GENERAL CONTRACTING |
| TEL: 954-532-9620 |
| 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: TUES. MARCH 08TH/ 2022 |
| ACTION: DENIED |
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| 1) SHEET A0.01 ELISABETTAS GENERAL NOTES/ PROJECT DATA: |
| |
| 1A) THE AREA WHERE WORK IS TO BE COMPLETED IS ON THE |
| ROOF TOP 3RD FLOOR. WHY IS THE FINISH FLOOR ELEVATION |
| AT 8.93 NGVD ON THE 1ST FLOOR. PLEASE NOTE ALL |
| ELEVATIONS ARE NOW IN NAVD88. |
| |
| 1B) THE PROJECT DATA STATES THE BUILDING IS FIRE |
| SPRINKLERED. THE ROOF PLAN A2.06 THE EXISTING ROOF PLAN |
| NOR DOES A0.03 NOT INDICATE FIRE SPRINKLERS IN |
| ACCORDANCE WITH THE 2020 FBC-BUILDING CODE FOR THE |
| EXISTING ELEMENTS SUCH AS THE FOYER OR RESTROOMS. THE |
| NEW ELEMENTS SERVICE STATION 301 & BAR AREAS 309 & 310 |
| ARE ALSO A NEW BUILDING ELEMENT THAT WOULD NEED TO SHOW |
| COMPLIANCE WITH THE 2020 FBC-BUILDING CODE SECTION |
| 903.2.11.3. |
| |
| 2) SHEET A0.03 ELISABETTAS LIFE SAFETY FLOOR PLAN: |
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| 2A) THE FLOOR PLAN INDICATES 145 SEATS ON THIS FLOOR |
| AND ONLY ONE SEAT APPEARS TO BE DESIGNATED AS AN |
| ACCESSIBLE SEAT LOCATED AT THE BAR. |
| THE 2020 FBC-ACCESSIBILITY CODE SECTION 226.1 WHERE |
| DINING SURFACES ARE PROVIDED FOR THE CONSUMPTION OF |
| FOOD OR DRINK, AT LEAST 5 PERCENT OF THE SEATING SPACES |
| AND STANDING SPACES AT THE DINING SURFACES SHALL COMPLY |
| WITH 902. 145 SEATS X 0.05 = 7.2 OR 8 ACCESSIBLE SEATS |
| ARE REQUIRED. |
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| 2B) 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES |
| REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED |
| THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING |
| SURFACES AND WORK SURFACES. |
| |
| 2C) 206.2.5 206.2.5 RESTAURANTS AND CAFETERIAS. IN |
| RESTAURANTS AND CAFETERIAS, AN ACCESSIBLE ROUTE SHALL |
| BE PROVIDED TO ALL DINING AREAS, BARS, INCLUDING RAISED |
| OR SUNKEN DINING AREAS, AND OUTDOOR DINING AREAS. |
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| 2D) 902.1. DINING SURFACES AND WORK SURFACES SHALL |
| COMPLY WITH 902.2 AND 902.3. ADVISORY 902.1 GENERAL. |
| DINING SURFACES INCLUDE, BUT ARE NOT LIMITED TO, BARS, |
| TABLES, LUNCH COUNTERS, AND BOOTHS. EXAMPLES OF WORK |
| SURFACES INCLUDE WRITING SURFACES, STUDY CARRELS, |
| STUDENT LABORATORY STATIONS, BABY CHANGING AND OTHER |
| TABLES OR FIXTURES FOR PERSONAL GROOMING, COUPON |
| COUNTERS, AND WHERE COVERED BY THE ADA SCOPING |
| PROVISIONS, EMPLOYEE WORKSTATIONS. |
| |
| 2E)(1) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| COMPLYING WITH 306 SHALL BE PROVIDED. |
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| 2E)(2) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND |
| WORK SURFACES SHALL BE 28 INCHES MINIMUM AND 34 INCHES |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PLEASE REFER |
| TO SHEET A2.02 FOR THE HEIGHT OF THE PORTION OF BAR |
| THAT IS TO BE ACCESSIBLE IS INDICATED TO BE 36 INCHES |
| HIGH. |
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| 2F) ON THE NORTH SIDE OF THE BUILDING THERE ARE 6 |
| CABANAS IDENTIFIED AS CABANA 302 & CABANA 303. THERE |
| ARE ONLY 2 EXTERIOR EXIT STAIRS AND THE VERTICAL |
| CURTAINS BLOCK HE MEANS OF EGRESS TO GET TO THE |
| NORTHWEST EXTERIOR STAIR. 2020 FBC-BUILDING CODE |
| SECTION 1003.6 MEANS OF EGRESS CONTINUITY. OBSTRUCTIONS |
| SHALL NOT BE PLACES IN THE MINIMUM WIDTH OR REQUIRED |
| CAPACITY OF A MEANS OF EGRESS COMPONENT. THE MINIMUM |
| WIDTH OR REQUIRED CAPACITY OF A MEANS OF EGRESS SHALL |
| NOT BE DIMINISHED ALONG THE PATH OF EGRESS TRAVEL. |
| DISCREPANCY IN PLANS LIFE SAFETY PLAN VERSES E-102 THE |
| DEPTH OF THE CABANA AND THE REQUIRED EGRESS PATH. |
| SHEET A2.06 ALSO SHOWS THE CABANA GOING ALL THE WAY TO |
| THE GLASS HANDRAILS. |
| |
| 2G) 2020 FBC-BUILDING CODE, GUARDS SECTION 1015.3 |
| EXCEPTION 4, SEE 1029.16.1 PERIMETER GUARDS. WHERE THE |
| SEATBOARDS ARE ADJACENT TO THE PERIMETER, GUARD HEIGHT |
| SHALL BE 42 INCHES MINIMUM, MEASURED FROM THE |
| SEATBOARD. |
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| 3) SHEET A2.02: |
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| 3A) THE BAR PREP AREA NOTE 10 IS AT A HEIGHT OF 36 |
| INCHES IN HEIGHT. |
| 2020 ACCESS. SINKS. 2020 FBC-ACCESSIBILITY CODE SECTION |
| 606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED |
| WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER |
| SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR |
| GROUND. |
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| 3B) THE WORK AREA BEHIND BAR AREA 309 DOES NOT PROVIDE |
| THE WORKING HEIGHT OF THE LOWER COUNTER TOP NOR SINK |
| HEIGHTS NOR COMPLIANCE WITH SINKS. 2020 |
| FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT. |
| LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT |
| OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES |
| MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
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| 4) SHEET A3.03 NONE OF THE RESTROOM ELEVATION DETAILS |
| PROVIDE CODE COMPLIANCE WITH THE 2020FBC-ACCESSIBILITY |
| CODE: |
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| 4A) LAVATORIES 606.3. HEIGHT |
| 4B) LAVATORIES 606.2 CLEAR FLOOR SPACE |
| 4C) LAVATORIES 606.5 EXPOSED PIPES |
| 4D) MIRRORS 603.3 MIRRORS LOCATED ABOVE LAVATORIES OR |
| COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF |
| THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE |
| FINISH FLOOR OR GROUND. |
| 4E) CLEARANCES AT WATER CLOSETS. 604.3 CLEARANCE |
| 4F) GRAB BARS/ RESTROOMS 2020 FBC-ACCESSIBILITY CODE |
| SECTION 609.4 HEIGHT TOP OF GRAB BAR NOT CENTER LINE. |
| 4G) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.1 THE |
| SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM, |
| LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL. |
| 4H) 2020 FBC-ACCESSIBILITY CODE SECTION 604.5.2 REAR |
| WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES LONG |
| MINIMUM AND EXTEND FROM THE CENTERLINE OF THE WATER |
| CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES |
| MINIMUM ON THE OTHER SIDE. |
| 4I) TOILET PAPER DISPENSERS. 604.7. THE TOILET PAPER |
| DISPENSER SHALL COMPLY WITH 309.4 AND SHALL BE 7 INCHES |
| MINIMUM TO 9 INCHES MAXIMUM IN FRONT OF THE WATER |
| CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE |
| OUTLET OF THE DISPENSER SHALL BE 15 INCHES MINIMUM AND |
| 48 INCHES MAXIMUM ABOVE THE FINISH FLOOR AND SHALL NOT |
| BE LOCATED BEHIND THE GRAB BARS. |
| |
| 5) SHEET A3.02 RESTROOM INSWING DOOR. PLEASE REVIEW |
| SECTION 603.2.3. DOORS SHALL NOT SWING INTO THE CLEAR |
| FLOOR SPACE OR CLEARANCES REQUIRED FOR ANY FIXTURE. |
| DOORS SHALL BE PERMITTED TO SWING INTO THE REQUIRED |
| TURNING SPACE. PLEASE SEE EXCEPTION 2. WHERE TOILET |
| ROOMS ARE FOR INDIVIDUAL USE AND A CLEAR FLOORS SPACE |
| COMPLYING WITH 305.3 IS PROVIDED WITHIN THE ROOM BEYOND |
| THE ARC OF THE DOOR SWING. WHAT IS MISSING IS THE |
| REQUIRED 30X48 INCH CLEAR FLOOR SPACE BEYOND THE ARC OF |
| THE DOOR. USUALLY AT A 45% ANGLE TO THE DOOR ENTRANCE. |
| |
| 6) SHEET A5.03 THE CABINETRY FOR THE UNDER THE COUNTER |
| REFRIGERATOR, COUNTERTOP AT 3 FEET 1 ? INCHES. |
| DETAIL 3 BOTH THE UNDER THE COUNTER REFRIGERATOR |
| CABINETRY AND STORAGE CABINETRY ARE BOTH 3FEET 1 ? |
| INCHES IN HEIGHT. DETAIL 2 THE STORAGE CABINETRY IS |
| LOWER AND WITHOUT A VERTICAL DIMENSION. 107.2.1. |
| ADDITIONAL INFORMATION IS REQUIRED. DISCREPANCY IN |
| PLANS. 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| BUILDING CODE, CHAPTER 1, ADMINISTRATION |
| |
| 7) SHEET A6.02 WINDOW SCHEDULE WINDOW B DOES NOT |
| INDICATE IF IT IS LARGE MISSILE IMPACT. 107.2.1. |
| ADDITIONAL INFORMATION IS REQUIRED. WINDOWS 30 FEET OR |
| LESS ABOVE GRADE REQUIRE LARGE MISSILE IMPACT GLAZING. |
| 2020 FBC-B SECTION 1609.1.2.2. |
| |
| 8) SHEET 6-3 VERSES A0.01 PROJECT DATA: |
| |
| 8A) SHEET A0.01 PROJECT DATA LIST THE BUILDING TYPE AS |
| A TYPE IIIA. DETAIL 2 INDICATES 6X20 GA. METAL STUDS, |
| 5/8-INCH CDX PLYWOOD FOR WALLS, AND ROOF CDX PLYWOOD |
| FOR THE DECK. PLEASE REVIEW THE REQUIREMENTS FOR |
| EXTERIOR BEARING WALLS REQUIRING A 2-HOUR FIR RATING |
| (TABLE 601) AND ROOF CONSTRUCTION (TABLE 601) 1 HOUR |
| INCLUDING SECONDARY FRAMING MEMBERS. SECTION 602.3 FIRE |
| RETARDANT TREATED WOOD. |
| |
| 8B)(1) ROOF OVER BAR FRAMING PLAN. THIS DETAIL |
| INDICATES STEEL COLUMNS AND ROOF FRAMING LAYOUT. THERE |
| IS NO INFORMATION AS TO HOW THE COLUMNS ARE GOING TO BE |
| ONE-HOUR FIRE RESISTANCE RATING FOR THE PRIMARY |
| STRUCTURAL FRAME PER 2020 FBC-BUILDING CODE TABLE 601 & |
| SECTION 602.3. |
| |
| 8B)(2) ROOF OVER BAR FRAMING PLAN. THIS DETAIL |
| INDICATES PRIMARY AND SECONDARY ROOF FRAMING MEMBERS AS |
| WELL AS NOTE 1 ROOF DECK SHALL BE B DECK W/ 5/8-INCH |
| DIA. PUDDLE WELD. THE PLAN IS SILENT AS TO COMPLIANCE |
| WITH 1-HOUR FIRE RESISTANCE RATING REQUIREMENTS IN |
| TABLE 601. |
| |
| 8C) PLEASE NOTE THIS IS A 3-STORY BUILDING AND 1ST |
| OCCUPANCY FOR THE 3RD FLOOR. PLEASE PROVIDE HOW |
| HORIZONTAL FIRE SEPARATION BETWEEN THE A2 ROOF TOP |
| OCCUPANCY AND 2ND FLOOR BUSINESS IS TO OCCUR FOR MIXED |
| OCCUPANCIES 2020 FBC-B TABLE 707.3.10 FOR ASSEMBLY VS. |
| BUSINESS OCCUPANCIES, 2 HOURS AND COLUMNS SUPPORTING |
| THE 2ND FLOOR. |
| |
| 8D) DETAIL # 6 CANOPY COLUMNS FIELD WIELDING AND SHEET |
| S-4 DETAILS 1 & 2. 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 OR ACTING CHIEF BUILDING INSPECTOR |
| RICHARD BRUNELLE AT 561-805-6670. |
| |
| 9) SHEET S-0 PROVIDES THE WIND DESIGN CRITERIA BUT DOES |
| NOT PROVIDE THE PRESSURES FOR ROOF ZONES, 1, 2,OR 3 & |
| WALL ZONES 4 & 5 FOR COMPONENTS AND CLADDING. PLEASE |
| ALSO INCLUDE THE MEAN ROOF HEIGHT. PLEASE PROVIDE ALL |
| COMPONENT AND CLADDING PRESSURES IN VASD. THANK YOU, |
| ALL PRODUCT APPROVALS ARE IN VASD. |
| |
| 10) 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 |
| (B) WINDOWS & MULLIONS |
| (C) WALL LOUVERS, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| CONCRETE INSULATION, ROOF TOP VENTILATORS |
| |
| 11) 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. |
| |
| 12) 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. |
| |
| 13) IDENTIFY GLAZING. 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. |
| |
| 14) ROOFING: 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. |
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| 15) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ? |
| INCH CDX PLYWOOD, PLEASE REVIEW SECTION 602.3 EXTERIOR |
| WALLS ARE OF NONCOMBUSTIBLE MATERIAL. |
| |
| 16) SHEET A5.04 DETAILS 3 & 5 BOTH SHOW THE USE OF ? |
| INCH CDX PLYWOOD AS ROOF SHEATHING WHEREAS S-3 SHOWS ON |
| THE ROOF FRAMING OVER THE BAR NOTE 1 1 ? INCH 20-GAUGE |
| B DECKING, DISCREPANCY IN PLANS. |
| 107.2.1. ADDITIONAL INFORMATION IS REQUIRED. 2020 WEST |
| PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| CHAPTER 1, ADMINISTRATION. |
| |
| 17) SHEET A5.04 DETAILS 3 BAR ROOF DETAIL SHOW THE USE |
| OF ? INCH CDX PLYWOOD ON THE EXTERIOR ROOF TOP WALL AS |
| WELL AS A SUB-CEILING DECKING MEMBER. TYPE IIIA |
| CONSTRUCTION. SEE SECTION 603 FOR TYPE III |
| CONSTRUCTION. THE OTHER ISSUE IS THE ROOF FRAMING |
| MEMBERS ARE STATED TO BE BAR JOIST IN THE STRUCTURAL |
| PLANS, HOW WILL ANY CEILING SUB-SHEATHING BE ATTACHED |
| TO THE BAR JOIST? 107.2.1. ADDITIONAL INFORMATION IS |
| REQUIRED. 2020 WEST PALM BEACH AMENDMENTS TO THE |
| FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION. |
| |
| 18) 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. |
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| 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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