| Date |
Text |
| 2016-07-12 13:28:04 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15100826 |
| | ADD: 5211 N. MILITARY TRL. |
| | CONT: HUNT CONSTRUCTION |
| | TEL: 917-202-9467 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 1ST REVIEW |
| | DATE: TUES. JULY 12/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) SHEET 0004_A0-02 LIST THE BUILDING INFORMATION FOR |
| | THE BUILDINGS WITHIN THE STADIUM COMPLEX, WHICH IS MADE |
| | UP OF THE STADIUM, NATIONAL?S CLUBHOUSE, ASTOR?S |
| | CLUBHOUSE AND THE TEAM STORE/ BAR AND BUSINESS & |
| | ASSOCIATED STORAGE/ MAINTENANCE AREAS. THIS SHEET DOES |
| | NOT INCLUDE THE INFORMATION OF THE OBSERVATION TOWERS. |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| | BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | OCCUPANCY GROUP |
| | MINIMUM BUILDING TYPE |
| | BUILDING FIRE SPRINKLERED |
| | STANDPIPE |
| | OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE: |
| | OCCUPANCY LOAD |
| | GROSS |
| | NET |
| | MEANS OF EGRESS |
| | EXIT |
| | STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION |
| | VERTICAL ACCESSIBILITY |
| | |
| | 2) PLEASE RESPOND IF YOUR FIRM IS GOING TO USE THE |
| | THRESHOLD INSPECTION FIRM ALREADY AT THE SITE FOR THE |
| | STRUCTURAL INSPECTIONS, OR IF THE CITY BUILDING |
| | INSPECTORS WILL BE DOING THE BUILDING AND STRUCTURAL |
| | INSPECTIONS? IF THE THRESHOLD INSPECTOR WILL BE |
| | COMPLETING THE |
| | |
| | 3) SHEET 0605-2_S2616 PROVIDES NOTES WHERE TO FIND |
| | FOUNDATION SIZE AND STEEL, VERTICAL STEEL AND CORNER |
| | COLUMNS AS WELL AS THE 2ND FLOOR BEARING SLAB/ BEAM OF |
| | S6.11 DETAIL 15. JUST BELOW THAT NOTE THERE IS ANOTHER |
| | NOTE FOR DETAIL 5 S2.611 THIS SHEET AND DETAIL NOT |
| | FOUND? 107.2.1.3 ADDITIONAL INFORMATION REQUIRED. |
| | 4) SHEET 0606_S4-11 THE MASONRY WALL SCHEDULE DOES NOT |
| | GIVE DIRECTION AS TO WHAT TO DO WITH DOOR HEADERS IN |
| | BEARING AND NON-BEARING MASONRY WALLS? WILL THERE BE |
| | DROPPED BEAMS WITH STEEL, LINTELS ETC. THERE IS NO |
| | MENTION OF FILLED CELLS & VERTICAL STEEL ON EACH SIDE |
| | OF DOOR OPENINGS. 107.2.1.3 ADDITIONAL INFORMATION |
| | REQUIRED. |
| | 5) PLEASE PROVIDE WHERE THE DETAILS FOR THE CONCRETE |
| | STRUCTURAL STAIRS CAN BE FOUND. SHEET 0616_S5-21 DETAIL |
| | 11 SHOWS STAIRS ON GRADE? 107.2.1.3 ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | 6) SHEET 0333-1_A1-45 MILB THE OBSERVATION DECK PLAN |
| | SHOWS A SECTION THROUGH THE STAIRS A1.45 DETAIL 09. IN |
| | VIEWING THE OTHER DETAILS ON THIS PAGE DETAIL 07 SHOWS |
| | THE AREA BENEATH THE TO BE ENCLOSED WITH VINYL-COATED |
| | CHAINLINK FENCE AND A PAIR OF 3 FT. CHAINLINK DOORS. |
| | PLEASE REVIEW THE USE OF ENCLOSURES UNDER EXTERIOR |
| | STAIRS. 2014 FBC-B 1009.9.3 ENCLOSURES UNDER INTERIOR |
| | STAIRWAYS. |
| | THE WALLS AND SOFFITS WITHIN ENCLOSED USABLE SPACES |
| | UNDER ENCLOSED AND UNENCLOSED STAIRWAYS SHALL BE |
| | PROTECTED BY 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION |
| | OR THE FIRE-RESISTANCE RATING OF THE STAIRWAY |
| | ENCLOSURE, WHICHEVER IS GREATER. ACCESS TO THE ENCLOSED |
| | SPACE SHALL NOT BE DIRECTLY FROM WITHIN THE STAIR |
| | ENCLOSURE. |
| | 7) SHEET 0333-1_A1-45 MILB THE OBSERVATION TOWER HAS |
| | NOT BEEN GIVEN A OCCUPANCY TYPE. THE SQUARE FOOTAGE OF |
| | THE OBSERVATION DECK 21X 27(NATIONALS) FEET = 567 SQ. |
| | FT. /15 = 38 OCCUPANTS, THE ASTROS 24.5X 23.33= 572 SQ. |
| | FT./ 15 = 39 OCCUPANTS. PLEASE NOTE AT THIS TIME IT IS |
| | ASSUMED THAT THE OBSERVATION TOWERS ARE OPEN TO THE |
| | PUBLIC FOR VIEWING MAKING HIS AN A5 OCCUPANCY WITH 38 |
| | OR 39 OCCUPANTS. NO VERTICAL ACCESSIBILITY HAS BEEN |
| | PROVIDED. PLEASE REVIEW THE 2014 FBC-ACCESSIBILITY CODE |
| | 201.1.1 VERTICAL ACCESSIBILITY AND EXCEPTIONS. NOTE |
| | OCCUPANCY LOADS ARE FIGURED UNDER THE 2014 FBC-B TABLE |
| | 1004.1.2. |
| | 8) SHEET 0333-1_A1-45 MILB THE OBSERVATION TOWER DETAIL |
| | # 9,& DETAIL 13 THE DETAIL SHOWS THE USE OF INSECT |
| | SCREEN ( DETAIL 13 INDICATES A ? HOLE IN SCREEN ? THICK |
| | SCREENING MATERIAL) IN ALUMINUM FRAMING, PLEASE PROVIDE |
| | HOW COMPLIANCE WITH 2014 FBC-B 1013.2 WHERE REQUIRED. |
| | GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING |
| | SURFACES, INCLUDING MEZZANINES, EQUIPMENT PLATFORMS, |
| | STAIRS, RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN |
| | 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR |
| | GRADE BELOW AT ANY POINT WITHIN 36 INCHES (914 MM) |
| | HORIZONTALLY TO THE EDGE OF 1013.3 HEIGHT. REQUIRED |
| | GUARDS SHALL NOT BE LESS THAN 42 INCHES HIGH, MEASURED |
| | VERTICALLY THE OPEN SIDE. |
| | 9A) 2014 FBC-B 1013.2. GUARDS SHALL BE ADEQUATE IN |
| | STRENGTH AND ATTACHMENT IN ACCORDANCE WITH SECTION |
| | 1607.8. 1607.8.1 HANDRAILS AND GUARDS. HANDRAILS AND |
| | GUARDS SHALL BE DESIGNED TO RESIST A LINEAR LOAD OF 50 |
| | POUNDS PER LINEAR FOOT (PLF) IN ACCORDANCE WITH SECTION |
| | 4.5.1 OF ASCE 7. |
| | 9B)1607.8.1.1 CONCENTRATED LOAD. HANDRAILS AND GUARDS |
| | SHALL ALSO BE DESIGNED TO RESIST A CONCENTRATED LOAD OF |
| | 200 LBS. IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. |
| | 9C) 1607.8.1.2 INTERMEDIATE RAILS. INTERMEDIATE RAILS |
| | (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL |
| | FILLERS SHALL BE DESIGNED TO RESIST A CONCENTRATED LOAD |
| | OF 50 POUNDS IN ACCORDANCE WITH SECTION 4.5.1 OF ASCE |
| | 7. |
| | 10) SHEET 0605-2_S2-616 THE ROOF DETAIL INDICATES A |
| | SECTION THROUGH THE ROOF ON SHEET S2.611 DETAIL # 4. |
| | THIS SHEET NOT INCLUDED IN THIS SET OF PLANS. 107.2.1.3 |
| | ADDITIONAL INFORMATION REQUIRED. |
| | 11) SHEET 0551_S0.01 THE WIND DESIGN IS GIVEN FOR THE |
| | MAIN STADIUM FACILITY FOR A BUILDING RISK CATEGORY III. |
| | VULT OF 180 MPH. IS THIS SAME WIND DESIGN GOING TO BE |
| | USED FOR THE 2 OBSERVATION TOWERS ARE THEY TO BE |
| | DESIGNED AS OPEN, PARTIALLY OPEN OR ENCLOSED. PLEASE |
| | ALSO PROVIDE THE PRESSURES FOR ZONES 1,2,3, 4 & 5 IN |
| | VASD SINCE THE PRODUCT APPROVALS WILL BE IN VASD. 2014 |
| | FBC-B 1603.1.4 WIND DESIGN DATA. 1609.3.1 WIND SPEED |
| | CONVERSION VULT TO VASD. |
| | 12) PLEASE SUBMIT PRODUCT APPROVALS FOR COMPLIANCE |
| | WITH: 2010/ 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 1609.6.4.4.1 COMPONENTS & CLADDING. FLORIDA DEPARTMENT |
| | OF COMMUNITY AFFAIRS RULE 9N-3 NOV. 01/ 2010 (31) |
| | SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION SYSTEMS THAT |
| | WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS. |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 13) ADMINISTRATION 107.3.4 DESIGN PROFESSIONAL IN |
| | RESPONSIBLE CHARGE. THE REGISTERED DESIGN |
| | PROFESSIONAL IN RESPONSIBLE CHARGE SHALL BE RESPONSIBLE |
| | FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS |
| | PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED |
| | SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF |
| | THE BUILDING. THOSE PRODUCTS WHICH ARE REGULATED BY DCA |
| | RULE 9N-3SHALL BE REVIEWED AND APPROVED IN WRITING BY |
| | THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. |
| | |
| | 14) 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. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| 2016-05-24 16:06:01 | |
| | |
