| 2022-12-28 09:46:59 | WEST PALM BEACH DEVELOPMENT SERVICES-CONSTRUCTION |
| | SERVICES/ BUILDING DIVISION |
| | 2020 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 22020746 |
| | ADD: 2951 ELECTRONICS WAY |
| | CONT: SURFSIDE CONTRACTING/ CGC |
| | TEL: 561-748-6022 |
| | 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: DEC. 27TH/2022 |
| | ACTION: DENIED |
| | |
| | 1) PERMIT 21111052 2951 ELECTRONIC WAY INSTALL EGRESS |
| | DOORS, RAMP, LANDING AND STAIRS NOT PERMITTED, ON |
| | 6/6/2022 APPLICANT NEEDS TO RESUBMIT. 4XFEE ADDED TO |
| | PERMIT. GOOGLE EARTH SHOWS WORK COMPLETE. |
| | |
| | 2) PERMIT 22020746 SHEET A2-0 OVERALL FLOOR PLAN- LIFE |
| | SAFETY. NOTE THAT THE EXISTING STAGE AREA TO REMAIN AT |
| | +30 INCHES AFF. PLEASE NOTE THERE WAS NEVER A PERMIT |
| | PULLED FOR THE BUILDING OF THE STAGE OR ANY AREAS BUILT |
| | AT 30 INCHES AFF. THESE AREAS WILL BE TREATED AS NEW |
| | CONSTRUCTION. 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. WILL NEED TO |
| | COMPLY WITH THE 2020 FBC-BUILDING SECTION 410, STAGES, |
| | PLATFORMS AND TECHNICAL PRODUCTION AREAS, PROSCENIUM |
| | WALL AND OR CURTAINS, ROOF VENTS SMOKE CONTROL , ETC. |
| | |
| | 3) SHEET A-100 SITE & LIFE SAFETY PLAN: |
| | 3A) THE SUBMITTED PLAN INDICATES THE BUILDING & LIFE |
| | SAFETY INFORMATION WAS DEVELOPED UNDER THE 2017 FLORIDA |
| | BUILDING CODE. PLEASE BE AWARE THAT THE 2020 FLORIDA |
| | BUILDING CODE 7TH EDITION WAS ADOPTED STATEWIDE ON DEC. |
| | 31, 2020. PLEASE UPDATE THE PLANS. |
| | |
| | 3B) THE SITE PLAN & LIFE SAFETY PLAN SHOWS THE VIP |
| | MODULAR BUILDING AND 8 TRAILERS ON SITE, MANY OF THESE |
| | ARE ALSO MODULAR BUILDINGS THAT HAVE NOT APPLIED FOR |
| | PERMITS, WHY HAS NO PERMIT BEEN APPLIED FOR? 2020 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1, ADMINISTRATION 105.1 PERMITS. |
| | |
| | 3C) DISCREPANCY BETWEEN THE A1-0 SITE PLAN AND A-100 |
| | SITE AND LIFE SAFETY PLAN. A1-0 SHOWS 2 ADDITIONS, A |
| | PROPOSED RESTROOM BLDG. IS THIS A SEPARATE BUILDING OR |
| | ADDITION, AN ADDITION OF STORAGE AND CHILLER ENCLOSURE, |
| | ADDITIONAL SEATING SHEET A1-0 NOT SHOWN ON A-100, ON |
| | THE LEFT SIDE OF BUILDING WITH RESTROOM ADDITION NEW |
| | RAMP AND STAIRS IN A DIFFERENT CONFIGURATION THAN |
| | A-100. ON THE RIGHT SIDE OF THE A1 OCCUPANCY NEW |
| | PROPOSED DUMPSTER AND EXTERIOR EXIT OPENING, LANDING |
| | AND STAIR. |
| | |
| | 3D) THE PERMIT 21111052 RAMPS, STAIRS AND LANDINGS |
| | WHICH WERE BUILT OF WOOD NOW NEED TO MEET THE |
| | REQUIREMENTS FOUND IN THE 2020 FBC-BUILDING CODE |
| | SECTION 1011.7 STAIRWAY CONSTRUCTION. STAIRWAYS SHALL |
| | BE BUILT OF THE MATERIALS CONSISTENT WITH THE TYPES |
| | PERMITTED FOR THE TYPE OF CONSTRUCTION OF THE BUILDING. |
| | SECTION 603 OF THE 2020 FBC-BUILDING CODE. BUILDING |
| | CONSTRUCTION TYPE I AND II CONSTRUCTION ALLOWABLE |
| | COMBUSTIBLE MATERIALS. |
| | |
| | 3E) BUILDING & LIFE SAFETY INFORMATION. THE |
| | CONSTRUCTION TYPE IS LISTED AS II-A, PROTECTED, TABLE |
| | 601, PRIMARY STRUCTURAL FRAME, BEARING WALLS BOTH |
| | EXTERIOR / INTERIOR WALLS, FLOOR CONSTRUCTION, & ROOF |
| | CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS ALL ONE |
| | HOUR, ALSO SEE FOOTNOTES. IT WOULD REQUIRE ALL EXISTING |
| | FRAMING TO BE 1-HOUR FIRE RETARDANT RATED. |
| | |
| | 3F) THE EGRESS CALCULATIONS TAKE INTO EFFECT THE SQUARE |
| | FOOTAGE FOR 13,237 SQ. FT. BUT THE PLANS ARE SILENT AS |
| | TO THE ALLOWABLE SQ. FT. FOR THE TOTAL EXISTING |
| | BUILDING NOR THE ADDITIONAL SQUARE FOOTAGE (TOTAL SQ. |
| | FT. OF 27, FOR THE PROPOSED ADDITIONS. 2020 |
| | FBC-BUILDING CODE TABLE 506.2 NOR TABLE 601. |
| | |
| | 3G) SHEET A-100 LIFE SAFETY PLAN STATES AN OCCUPANT |
| | LOAD OF 556. SHEET A1-0 PLEASE PROVIDE THE OCCUPANT |
| | LOAD FOR THE PUBLIC SEATING AREA IS LARGER |
| | APPROXIMATELY 1,104 SEATS (SHEET A2.0) FIXED SEATING |
| | 1210) PLUS STAGE SQ. FOOTAGE AND OCCUPANT LOAD BACK OF |
| | HOUSE NEW PROPOSED PRODUCTION ROOM AND LEVEL 2 |
| | PRODUCTION AREA OCCUPANT LOADS AND TOTAL OCCUPANT LOAD. |
| | SEE THE 2020 FBC-BUILDING TABLE 1004.5 CONCENTRATED |
| | CHAIRS ONLY NOT FIXED CAN BE TAKEN @ 7 NET OR FIXED |
| | SEATING CAN BE TAKEN AT THE ACTUAL COUNT FBC-B 1004.4. |
| | FIXED SEATING 1210 PERSONS. |
| | |
| | 3H) SHEET A-100 SITE AND LIFE SAFETY PLAN. 36-INCH EXIT |
| | DOORS ARE TAKING 180 PERSONS AND 72-INCH EXIT DOOR |
| | OPENINGS ARE TAKING 360 PERSONS THROUGH THE DOOR. |
| | PLEASE TAKE THE EXIT CAPACITY OF EACH DOOR- 2 INCHES |
| | FOR THE THICKNESS OF THE DOOR TO GET THE CLEAR WIDTH OF |
| | THE DOORWAY TAKEN AT RIGHT ANGLES TO THE JAMB. FOR |
| | 34-INCH DOOR 170 PERSONS AND FOR 68-INCH CLEAR WIDTH |
| | 170 PERSONS. ADJUST EGRESS CALCULATIONS. |
| | |
| | 3I) SHEET A-100 SITE & LIFE SAFETY PLAN DOES NOT |
| | ADDRESS IF THE A-1ASSEMBLY AREA HAS SMOKE PROTECTION OR |
| | NOT, THIS NEEDS TO BE PART OF THE LIFE SAFETY |
| | INFORMATION. 2020 FBC-BUILDING SECTION 1029.6. |
| | |
| | 3J) SHEET A-100 SHOWS WHAT APPEARS TO BE DRAPERY TYPE |
| | FABRIC SET OUT FROM THE WALLS. THIS FABRIC TYPE |
| | MATERIAL COVERS OVER THE EXIT DOORS, THE EXITS NOT |
| | VISIBLE WHEN IN THE AUDITORIUM. 2020 FBC-BUILDING CODE |
| | 1010.1. MEANS OF EGRESS DOORS SHALL NOT BE CONCEALED BY |
| | CURTAINS, DRAPES, DECORATIONS OR SIMILAR MATERIALS. |
| | |
| | 3K) SHEET A-100 SITE & LIFE SAFETY PLAN. PLEASE PROVIDE |
| | COMPLIANCE WITH THE 2020 FBC-BUILD. CODE SECTION 806.3 |
| | COMBUSTIBLE DECORATIVE MATERIALS SECTION 806.3 |
| | EXCEPTION 1. |
| | |
| | |
| | 3L) IT WOULD ALSO APPEAR THAT THIS CURTAIN TYPE |
| | MATERIAL GOES ACROSS THE FRONT OF THE STAGE, IS THIS |
| | MATERIAL CREATING A PROSCENIUM CURTAIN IN COMPLIANCE |
| | WITH 410.3.5 OF THE 2020 FBC-BUILDING CODE. |
| | |
| | 3M) SCENERY SHALL BE IN COMPLIANCE WITH SECTION 410.3.6 |
| | OF THE 2020 FBC-BUILDING CODE. PLEASE PROVIDE CODE |
| | COMPLIANCE DO NOT JUST REPEAT CODE SECTIONS FOR |
| | COMPLIANCE. |
| | |
| | 3N) NONE OF THE EGRESS FLOOR PLANSA-100, A2-0 OVERALL |
| | LIFE SAFETY PLAN NOR A2-0 ENLARGED LIFE SAFETY PLAN |
| | SHOW ACCESSIBLE WHEELCHAIR SEATING IN COMPLIANCE WITH |
| | 221.2.1.1SEE TABLE 221.2.1.1 OF THE 2020 |
| | FBC-ACCESSIBILITY CODE. ALSO PROVIDE COMPLIANCE WITH |
| | 221.2.3. LINE OF SIGHT, 221.3 COMPANION SEATING AND |
| | 221.4DESIGNATED AISLE SEATS. |
| | |
| | 4) SHEET A2-1THE ENLARGED PLAN STAGE, PRODUCTION AREA. |
| | PLEASE NOTE ON THE FLOOR PLAN STATES PROPOSED NEW RAMP. |
| | PLEASE NOTE THE STAGE WAS BUILT 30 INCHES ABOVE THE |
| | FINISH FLOOR. THE RAMP ON THE RIGHT SIDE OF THE STAGE |
| | IS 18 FEET IN LENGTH IT DOES NOT MEET THE SLOPE |
| | REQUIREMENTS IN THE 2020 FBC-ACCESSIBILITY CODE SECTION |
| | 405.2. THE RUNNING SLOPE SHALL NOT BE STEEPER THAN |
| | 1:12. |
| | |
| | 5A) THERE ARE 2 PROPOSED VERTICAL LIFTS ONE A GUEST |
| | STAGE ENTRY TO THE STAGE, THE 2ND TO THE PROPOSED 2ND |
| | FLOOR PRODUCTION ROOM. LULA LIFTS, LIMITED USE/ LIMITED |
| | APPLICATION ELEVATORS SHALL COMPLY WITH SECTION 408 OF |
| | THE FL. ACCESSIBILITY CODE AND ASME A17.1. |
| | |
| | 5B) PLEASE PROVIDE SHOP DRAWINGS FOR BOTH OF THE LIFTS. |
| | SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED Y THE |
| | DESIGNER OF RECORD. FL 61G1-23.015 (2) THE ARCHITECT IS |
| | RESPONSIBLE FOR SUPERVISING AND REVIEWING ALL PROJECT |
| | DATA, REPORTS, SHOP DRAWINGS ETC. |
| | |
| | 5C) THE PROPOSED LULA LIFT ON THE RIGHT SIDE OF THE |
| | PAGE IS NOT IN A 1-HOUR SHAFT GOING FROM FLOOR TO |
| | FLOOR, THE PROPOSED STAIRWELL IS ENCLOSED BUT THE PLANS |
| | DO NOT SHOW A 1 HOUR ENCLOSURE. IF THIS SHAFT FOR BOTH |
| | THE LULA LIFT AND STAIR IS TO BE CONSIDERED A EXIT |
| | ACCESS STAIRWAY PROVIDE TRAVEL DISTANCE IN COMPLIANCE |
| | WITH SECTION 1017.3.1 OF THE 2020 FBC-BUILDING CODE. |
| | |
| | 5D) THE EXISTING FINISH FLOOR OR 0???-0??? IS IN THE |
| | GRAY COLOR ON SHEET A2-1. THE STAGE PLATFORM IS SET AT |
| | 30??? ABOVE FINISH FLOOR. SHEET A4-0 SHOW THE SAME |
| | STAIRS LEAVING THE STAGE PLATFORM AND GOING DOWN TO THE |
| | MAIN FINISH FLOOR AT 0???-0???. SHEET A2-1 SHOWS THE |
| | PROPOSED PRODUCTION ROOM BUT DOES NOT GIVE THE |
| | ELEVATION FROM THE MAIN FINISH FLOOR AT 0???-0???. |
| | THERE IS A RAMP IN THAT ROOM SHOWING THE DISTANCE OF |
| | THE RAMP AT 2???-6??? IN LENGTH. BACK TO SHEET A4-0 THE |
| | PROPOSED PRODUCTION ROOM IS SET AT 0???-0??? |
| | SHOULDN???T THIS FINISH FLOOR BE ELEVATED SINCE THERE |
| | IS A RAMP GOING DOWN TO THE OVERALL FINISH FLOOR HEIGHT |
| | OF 0???-0???? IS THERE A DISCREPANCY IN ELEVATIONS? |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1.CONSTRUCTION |
| | DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE |
| | LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND |
| | SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS |
| | OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND |
| | REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 5E) A4-0 TOP OF PAGE MISSING IDENTIFICATION MARKERS FOR |
| | DETAILS. 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION 107.2.1. |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. |
| | |
| | 5F) THE RIGHT SIDE OF THE AUDITORIUM THERE IS A NEW |
| | SECTION CUT FROM THE EXTERIOR WALL NEW EXTERIOR |
| | DOORWAY, NEW LANDING AND STAIRS. DETAIL MARKER NOT |
| | FILLED IN. 107.2.1. DRAWINGS & SPECIFICATIONS SHALL |
| | CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE, |
| | AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS |
| | ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. |
| | |
| | 6) SHEETS A2-0 AND A2-1 BOTH MISSING CUT SECTION |
| | MARKERS THROUGH THE CHILLER ENCLOSURE. 107.2.1. |
| | DRAWINGS & SPECIFICATIONS SHALL CONTAIN INFORMATION, IN |
| | THE FORM OF NOTES OR OTHERWISE, AS TO THE QUALITY OF |
| | MATERIALS, WHERE QUALITY IS ESSENTIAL TO CONFORMITY |
| | WITH THE TECHNICAL CODES. |
| | |
| | 7) SHEET A2.1 THE TOILET ROOM # 1. MISSING INFORMATION |
| | FROM THE 2020 FBC-ACCESSIBILITY CODE: |
| | 7A) CLEAR FLOOR SPACE DIAGRAM & DIMENSIONS FOR THE |
| | WATER CLOSET. SECTION 604.3 |
| | 7B) CLEAR FLOOR SPACE DIAGRAM & DIMENSIONS FOR THE |
| | LAVATORIES. SECTION 606.2. |
| | 7C) TURNING SPACE DIAMETERS. SECTION 304.3 |
| | 7D) CENTERLINE OF THE WATER CLOSETS FROM THE NEAREST |
| | SIDE WALL. SECTION 604.2. |
| | 7E) HEIGHT OF THE WATERCLOSET SEATS FROM FINISH FLOOR. |
| | SECTION 604.4. |
| | 7F) HEIGHT OF THE LAVATORIES AND OR SINKS OR COUNTER |
| | SURFACES FROM THE FINISH FLOOR. SECTION 606.3. |
| | 7G) HEIGHT OF THE MIRRORS FROM THE FINISHED FLOORS TO |
| | THE BOTTOM EDGE OF THE REFLECTIVE SURFACE, MIRRORS |
| | ABOVE SINKS. SECTION 606.3. |
| | 7H) LOCATIONS, LENGTHS AND MOUNTING HEIGHTS OF GRAB |
| | BARS FOR THE WATER CLOSETS SEE SECTION 604.5, 609.4 &. |
| | FIGURE 604. |
| | 7I) LOCATIONS OF THE WATER CLOSET FLUSH CONTROLS. |
| | SECTION 604.6. |
| | 7J) CENTERLINES OF THE TOILET DISPENSER MEASURED FROM |
| | THE FRONTS OF THE WATER CLOSET. SECTION & FIGURE 604.7 |
| | 7K) KNEE & TOE CLEARANCES FOR THE LAVATORIES. SECTION |
| | 606.2. |
| | |
| | 8) SHEET A2.1 THE BATHROOM WITH SHOWER, COMMENTS A-K |
| | PLUS: |
| | |
| | 8I) PLEASE SHOW THE SHOWER DIMENSIONS AND THE CLEAR |
| | FLOOR SPACE, DIAGRAM & DIMENSIONS. SECTIONS 608.2.2. |
| | PLEASE NOTE THE WATER CLOSET IS OBSTRUCTING THE |
| | REQUIRED CLEAR FLOOR SPACE FOR THE SHOWER. SECTION |
| | 608.2.2.1. A 30 INCH WIDE BY 60 INCH LONG MINIMUM CLEAR |
| | FLOOR SPACE SHALL BE PROVIDED ADJACENT TO THE OPEN FACE |
| | OF THE SHOWER COMPARTMENT. |
| | |
| | 8M) GRAB BARS. LOCATIONS, LENGTHS & MOUNTING HEIGHTS OF |
| | THE GRAB BARS FOR AN ACCESSIBLE SHOWER. SECTIONS 608.3 |
| | & 608.3.2. |
| | |
| | 8N) LOCATION OF CONTROLS, FAUCETS, & SHOWER SPRAYS IN |
| | THE SHOWER. SECTION 608.5.2. |
| | |
| | 8O) LOCATION OF A SHOWER SPRAY UNIT SPECIFICATION PER |
| | SECTION 608,6. |
| | |
| | 8P) NOTE THE THRESHOLD FOR THE NEW ROLL IN SHOWER SHALL |
| | BE ?? INCH HIGH MAXIMUM. SECTION 608.7 |
| | |
| | 9) SHEET A2.2 NEW GANGED RESTROOMS: |
| | 9ATHE SAME ISSUES AS IN COMMENT 7A-K. |
| | |
| | 9L) BOTH THE WOMENS AND MENS RESTROOMS HAVE AMBULATORY |
| | RESTROOM STALLS PLEASE SHOW COMPLIANCE WITH THE 2020 |
| | FBC-ACCESSIBILITY CODE SECTIONS 604.8.2.1 SIZE & |
| | 604.8.2.2. |
| | |
| | 10) SHEET A2.2 IN THE CORRIDOR THE PLANS SHOW DRINKING |
| | FOUNTAINS, PLEASE SHOW COMPLIANCE WITH: |
| | |
| | 10A) PROVIDE A ELEVATION VIEW. 2020 FBC-ACCESSIBILITY |
| | CODE. 211.2 MINIMUM NUMBER. NO FEWER THAN TWO DRINKING |
| | FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN |
| | SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE DRINKING |
| | FOUNTAIN SHALL COMPLY WITH 602.7. |
| | |
| | 10B) THE DRINKING FOUNTAINS ARE SET BACK IN A ALCOVE IN |
| | THE ONE DIRECTION BUT NOT THE OTHER. PROTRUDING OBJECTS |
| | 307.2 PROTRUSION LIMITS 307.2. OBJECTS WITH LEADING |
| | EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES |
| | ABOVE THE FLOOR SHALL NOT PROTRUDE MORE THAN 4 INCHES |
| | HORIZONTALLY INTO THE CIRCULATION PATH. |
| | 10C) SPOUT OUTLETS/ DRINKING FOUNTAINS. 2017 ACCESS. |
| | CODE. SPOUT OUTLETS SHALL COMPLY WITH: |
| | 602.4 SPOUT HEIGHT. 36 INCHES MAXIMUM ABOVE THE FINISH |
| | FLOOR OR GROUND FOR WHEELCHAIR BOUND INDIVIDUALS. |
| | 602.7 SPOUT HEIGHT FOR THE STANDING PERSONS SHALL BE |
| | BETWEEN 38 TO 43 INCHES ABOVE FINISH FLOOR. |
| | |
| | 10C) THE PROPOSED NEW RAMP IS MISSING IN THE DETAIL |
| | MARKER WHERE TO FIND THE DETAIL. |
| | 2020 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING |
| | CODE, CHAPTER 1, ADMINISTRATION 107.2.1. CONSTRUCTION |
| | DOCUMENTS SHALL BE SUFFICIENT CLARITY TO INDICATE THE |
| | LOCATION, NATURE AND EXTENT OF THE WORK PROPOSED AND |
| | SHOW IN DETAIL THAT IT WILL CONFORM TO THE PROVISIONS |
| | OF THIS CODE AND RELEVANT LAWS, ORDINANCES, RULES AND |
| | REGULATIONS, AS DETERMINED BY THE BUILDING OFFICIAL. |
| | |
| | 10D) BREAKROOM NO DETAILS OR IDENTIFICATION MARKERS TO |
| | SHOW DETAILS COMPLYING WITH THE 2020 FBC-ACCESSIBILITY |
| | CODE SECTIONS:606 LAVATORIES AND SINKS> 2020 |
| | FBC-ACCESSIBILITY CODE SECTION 606.3 HEIGHT. |
| | |
| | 10D)(1)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. |
| | |
| | 10D)(2). 606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE |
| | COMPLYING WITH 305, POSITIONED FOR A FORWARD APPROACH, |
| | AND KNEE AND TOE CLEARANCE COMPLYING WITH 306 SHALL BE |
| | PROVIDED, SEE EXCEPTIONS ALSO, BUT SHOW THE REQUIRED |
| | CLEAR FLOOR SPACE ON THE FLOOR PLAN. |
| | |
| | 10E) STAFF TOILET ROOM MISSING ACCESSIBILITY DETAILS |
| | SEE COMMENT 7A-K. |
| | |
| | 11) COMMENT FOR ALL RESTROOMS AND BATHROOMS: 2020 FBC-B |
| | 1210.2.2. WALLS & PARTITIONS. THIS COMMENT IS A RESULT |
| | OF THE BUILDING OFFICIAL INTERPRETATION ON 06/2020. IN |
| | BATHROOMS, RESTROOMS & SERVICE SINK AREAS EPOXY PAINT |
| | IS NO LONGER CONSIDERED A SMOOTH HARD, NON-ABSORBENT |
| | SURFACE. |
| | |
| | 11A) 1210.2.2 WALLS & PARTITIONS WITHIN 2 FEET OF |
| | SERVICE SINKS, URINALS, AND WATER CLOSETS SHALL HAVE A |
| | SMOOTH, HARD, NON-ABSORBENT SURFACE TO A HEIGHT OF NOT |
| | LESS THAN 4 FEET ABOVE THE FLOOR, EXCEPT FOR STRUCTURAL |
| | ELEMENTS, THE MATERIAL USED IN SUCH WALLS SHALL BE OF A |
| | TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. |
| | |
| | 11B) 2509.1. WET AREAS. SHOWERS AND PUBLIC TOILET WALLS |
| | SHALL COMPLY WITH 1210.2. |
| | |
| | 11C) 1210.2. FINISH MATERIALS. WALLS, BASE, FLOORS AND |
| | PARTITIONS IN TOILET AND BATHROOMS SHALL COMPLY WITH |
| | SECTIONS 1210.1 THROUGH 1210.4. |
| | |
| | 11D) 2020 FBC-B 2509.2 BASE FOR TILE. MATERIALS USED AS |
| | A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALLS |
| | AND CEILING PANELS IN SHOWER AREAS SHALL BE OF |
| | MATERIALS LISTED IN TABLE 2509.2 AND INSTALLED IN |
| | ACCORDANCE WITH MANUFACTURER???S RECOMMENDATIONS. WATER |
| | RESISTANT GYPSUM (MR BOARD) SHALL NOT BE USED FOR |
| | SHOWER & TUB ENCLOSURES BUT CAN BE USED FOR BACKING |
| | BOARD FOR A BASE FOR TILE IN WATER CLOSET COMPARTMENT |
| | WALLS WHEN INSTALLED IN ACCORDANCE WITH GA-216 OR ASTM |
| | C840 AND THE MANUFACTURE???S RECOMMENDATIONS. |
| | |
| | 12) SHEET A2-8 OVERALL ROOF PLAN: |
| | 12A) NEW RESTROOM PORTION OF BUILDING SHOWS ROOF DRAINS |
| | BUT NO SLOPE TO DRAINS NOR SECONDARY (EMERGENCY) |
| | DRAINAGE AS PER THE 2020 FBC-B SECTIONS: 1503.4.1 |
| | SECONDARY OVERFLOW DRAINS OR SCUPPERS, 1503.4.2 AND OR |
| | 1503.4.2.1. |
| | |
| | 12B) NEW MECHANICAL ROOM/ STORAGE ADDITION SAME COMMENT |
| | AS ABOVE. THE 2020 FBC-B SECTIONS: 1503.4.1 SECONDARY |
| | OVERFLOW DRAINS OR SCUPPERS, 1503.4.2 AND OR |
| | 1503.4.2.1. |
| | |
| | 13) SHEETS A3-0 & A3-1 ELEVATIONS. 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, & ROOF HATCHES. |
| | (B) PANEL WALLS: WALL LOUVERS, MULLIONS & EFIS SYSTEMS |
| | IF USED, |
| | (C) ROOFING PRODUCTS AND ASSEMBLIES, LIGHTWEIGHT |
| | CONCRETE INSULATION, ROOF TOP VENTILATORS ETC. |
| | |
| | 14) 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. |
| | |
| | 15) DELEGATED ENGINEERING. 61G15-30.003 ENGINEERING |
| | DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE |
| | DELEGATED ENGINEER SHALL FORWARD THE DELEGATED |
| | ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR |
| | REVIEW. |
| | |
| | 16) 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. |
| | |
| | 17) 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. |
| | |
| | 18) THE STRUCTURAL SHEETS SHOW NEW STRUCTURAL ELEMENTS, |
| | THIS WILL CREATE THE PROJECT TO BE A THRESHOLD |
| | BUILDING. THRESHOLD BUILDING / FL S. S. 553.71(7) |
| | ???THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS |
| | GREATER THAN (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH |
| | HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN |
| | THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. |
| | IN AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| | PERSONS. |
| | |
| | 18A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| | AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| | INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| | THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| | PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| | INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| | AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| | THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| | OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| | SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| | THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| | WITH THE PERMITTED DOCUMENTS. |
| | |
| | 18B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 |
| | W.P.B. CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR |
| | THRESHOLD BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY |
| | FL S S 553.79(5) FLORIDA STATUTES TO THE MINIMUM |
| | INSPECTIONS REQUIRED BY THIS CODE. THE THRESHOLD |
| | INSPECTION FORMS ARE REQUIRED TO BE FILED OUT BY ALL |
| | PARTIES WITH INTEREST, NOTARIZED AND RETURNED TO THIS |
| | OFFICE, AND REVIEWED AND APPROVED BEFORE PERMIT |
| | ISSUANCE WILL TAKE PLACE. PLEASE REVIEW THE GUIDELINES |
| | AND POLICIES FOR PROJECTS CONCERNING THRESHOLD |
| | INSPECTOR PAGES 1-5, PAGES 6-8 THRESHOLD INSPECTOR |
| | FORMS. |
| | E-MAIL SENT WITH ATTACHMENT TO: : |
| | [email protected] 12/28/2022 8:34 AM. |
| | |
| | 18C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| | AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| | ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| | OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| | BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| | PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| | FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| | AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| | FLORIDA STATUTE. |
| | |
| | 18D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| | OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| | RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| | SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| | WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| | AN INTERVIEW WILL BE SCHEDULED. UNDER NO CIRCUMSTANCES |
| | WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST |
| | MEETING THE ABOVE CRITERIA. |
| | |
| | 18E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| | HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| | |
| | 18F) PLEASE CALL THE CITY OF WEST PALM BEACH???S |
| | AUTOMATED TELEPHONE INSPECTIONS LINE (561) 805-6700) |
| | FOR ALL BUILDING INSPECTIONS FOR AUDITING OF JOBSITE |
| | INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6 |
| | MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| | |
| | 18G) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES |
| | FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER |
| | HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE |
| | MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR |
| | WALLS AND CEILINGS. |
| | |
| | 19) SHEET S0.3 COMPONENTS & CLADDING ALLOWABLE |
| | PRESSURES CAN NOT BE VERIFIED SINCE SHEET S0.1 UNDER |
| | THE WIND DESIGN CRITERIA THE EXPOSURE CATEGORY IS C BUT |
| | THE MEAN ROOF HEIGHT WILL NEED TO BE PROVIDED FOR THE |
| | MULTIPLIER FOR HEIGHT OF BUILDING. TABLE 1609.7(2) |
| | ADJUSTMENT FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE |
| | MEAN ROOF HEIGHT FOR THE BUILDING. ASCE 7-10 TABLE |
| | 30.3.1. |
| | |
| | 20) THE ARCHITECTURAL NOR STRUCTURAL SHEETS ADDRESS THE |
| | ONE OUR FIRE RATING REQUIRED FOR STRUCTURAL ELEMENTS |
| | VERTICALLY AS WELL AS HORIZONTALLY FOR THE NEW AND |
| | EXISTING STRUCTURAL ELEMENTS. SEE THE 2020 FBC-BUILDING |
| | CODE TABLE 601. |
| | |
| | 21) SHEET A2-1 NOR THE STRUCTURAL PLANS ADDRESS |
| | EXISTING STAIRS AND NEW STAIRS. SHEET A2-1 SHOWS 4 DARK |
| | GRAY PROPOSED STAIRS. NO DETAILS FOR STAIR RUN, RISE, |
| | SOLID RISERS, STRINGER SIZE & MATERIAL, GUARDRAIL |
| | DETAIL, HEIGHT SPACING OF VERTICAL PICKETS, STRENGTH |
| | REQUIRED, NOR INFORMATION FOR HANDRAILS HEIGHT OF |
| | HANDRAIL SIZE AND SHAPE OF HANDRAIL, ETC. 2020 WEST |
| | PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING CODE, |
| | CHAPTER 1, ADMINISTRATION 107.2.1. DRAWINGS & |
| | SPECIFICATIONS SHALL CONTAIN INFORMATION, IN THE FORM |
| | OF NOTES OR OTHERWISE, AS TO THE QUALITY OF MATERIALS, |
| | WHERE QUALITY IS ESSENTIAL TO CONFORMITY WITH THE |
| | TECHNICAL CODES. SUCH INFORMATION SHALL BE SPECIFIC TO |
| | THE TECHNICAL CODES. SHEET S2.0 STATES PRE-FABRICATED |
| | METAL STAIRS BY OTHERS. THE FABRICATOR WILL ALSO NEED |
| | ALL OF THE ABOVE INFORMATION TO BE ABLE TO SUBMIT SHOP |
| | DRAWINGS. |
| | |
| | 22) 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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| 2022-12-27 10:49:25 | 12/27/22 IN REVIEW. J.W. |