| Date |
Text |
| 2015-09-28 07:39:27 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 15090205 |
| | ADD: 2497 OKEECHOBEE BLVD SUITE # ???????? |
| | CONT: TBD |
| | TEL: ( 407)654-2521 / RACHEL MEYERS |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W |
| | * 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA |
| | BUILDING CODE, CHAPTER 1, ADMINISTRATION, |
| | |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | DATE: MON. SEPT. 28/2015 |
| | ACTION: DENIED |
| | |
| | 1) STRUCTURAL CALCULATIONS BY JOHN DIDONONATO P. E. ARE |
| | COPIES NOT ORIGINAL SIGNATURES PLEASE SUBMIT (3) |
| | ORIGINAL SIGNED AND SEALED DOCUMENTS. |
| | PLANS, SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS |
| | PREPARED BY THE DESIGN PROFESSIONAL AND BEING FILED FOR |
| | PUBLIC RECORD SHALL HAVE THE SIGNATURE AND SEAL OF THE |
| | DESIGN PROFESSIONAL AFFIXED TO THE DOCUMENT. |
| | 61G15-23.002(2) FL. ADMIN. CODE. |
| | |
| | 2) STRUCTURAL CALCULATIONS PREPARED BY JOHN DIDONONATO |
| | P. E. DO NOT HAVE EACH PAGE SEALED. 61G15-23.002(2) FL. |
| | ADMIN. CODE. A COVER SHEET OR INDEX SHEET FOR |
| | ENGINEERING SPECIFICATIONS MAY BE USED AND THAT SHEET |
| | MUST BE SIGNED IN RESPONSIBLE CHARGE OF THE PRODUCTION |
| | & PREPARATION OF EACH SECTION OF THE ENGINEERING |
| | SPECIFICATION WITH SUFFICIENT INFORMATION ON THE COVER |
| | SHEET OR INDEX LISTING HOW MANY PAGES ARE COVERED UNDER |
| | THE COVER SHEET OR INDEX SHEET. |
| | |
| | 3) SHEET S0.1 PROVIDE THE WIND DESIGN CRITERIA AS 170 |
| | VULT, EXPOSURE D, WHAT IS NOT PROVIDED IS THE MEAN ROOF |
| | HEIGHT OF THE STRUCTURE FOR THE ADJUSTMENT FACTORS FOR |
| | HEIGTH & EXPOSURE, 2014 FBC-B TABLE 1609.7(2). |
| | |
| | 4) THE PLANS DO NOT PROVIDE THE HEIGHT OF THE BUILDING |
| | (MEAN ROOF HEIGHT. 2014 FBC-B TABLE 1609.7(2). PLEASE |
| | PROVIDE THE WIND DESIGN PRESSURES IN VASD SINCE ALL |
| | PRODUCT APPOVALS ARE IN VASD. 2014 FBC-B 1609.3. |
| | |
| | 5) THIS REVIEW NO PRODUCT APPROVALS FOR COMPONENTS AND |
| | CLADDING WERE SUBMITTED. 2010 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. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, LINTELS & EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 6) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING 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.. |
| | |
| | EITHER THE DESIGNER OF RECORD OR CONTRACTOR CAN DEFER |
| | THE PRODUCT APPROVALS TO BE SUBMITTED AFTER PERMIT |
| | ISSUANCE AS A DEFERRED SUBMITTAL AS LONG AS THE |
| | PRESSURES ON THE BUILDING ARE CORRECT PLEASE REQUEST IN |
| | WRITTING AS PART OF THE PERMIT DOCUMENTS. 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) PLEASE NOTE THAT WELDED AND BOLTED CONNECTIONS WILL |
| | REQUIRE EITHER THIRD PARTY CERTIFICATION OR A RESIDENT |
| | INSPECTOR. PLEASE PROVIDE WHICH THE DESIGNER OF RECORD |
| | OR THE CONTRACTOR WISHES TO USE ON THIS PROJECT. IF A |
| | RESIDENT INSPECTOR IS CHOSEN, FORMS WILL BE E-MAILED |
| | FOR THE REQUIRED SIGNATURES BY ALL INVOLVED PARTIES. |
| | 110.3.9 OTHER INSPECTIONS SERVICES. |
| | |
| | |
| | 8) THE MECHANICAL SHEET M1.2 SHOWS A FEW DETAILS OF |
| | ROOF TOP CURBS FOR THE NEW RTU'S ON THE ROOF BUT THERE |
| | IS NO ANCHORING DETAIL FOR THE CURBS, THE STRUCTURAL |
| | SHEETS DO NOT HAVE ANY ANCHORING DETAILS FOR THE ROOF |
| | TOP CURBS. COMPONENTS AND CLADDING ROOF TOP CURBS |
| | 1609.1.2. |
| | |
| | 9) THE MECHANICAL NOR STRUCTURAL PLANS PROVIDE THE |
| | ATTACHMENT OF THE RTU TO THE CURB. PLEASE SHOW |
| | COMPLIANCE WITH COMPONENTS & CLADDING 1609.1.2. |
| | |
| | 10) SHEET S1.1 SHOWS THE EXISITNG AND NEW LAYOUT FOR |
| | NEW RTU'S ON THE ROOF. NEITHER THE A OR S PLANS |
| | INDICATE HOW COMPLIANCE WITH 2014 FBC-B SECTION |
| | 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING |
| | ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT |
| | A HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL |
| | BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, |
| | THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL |
| | TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR |
| | WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED |
| | ACCESS SHALL COMPLY WITH THE FOLLOWING MINIMUM DESIGN |
| | CRITERIA: |
| | 10.1. THE SIDE RAILING SHALL EXTEND ABOVE THE PARAPET |
| | OR ROOF EDGE NOT LESS THAN 30 INCHES (762 MM). |
| | 10.2. LADDERS SHALL HAVE RUNG SPACING NOT TO EXCEED 14 |
| | INCHES (356 MM) ON CENTER. |
| | 10.3. LADDERS SHALL HAVE A TOE SPACING NOT LESS THAN |
| | 6-INCHES (152 MM) DEEP. |
| | 10.4. THERE SHALL BE A MINIMUM OF 18 INCHES (457 MM) |
| | BETWEEN RAILS. |
| | 10.5. RUNGS SHALL HAVE A MINIMUM 0.75-INCH (19 MM) |
| | DIAMETER AND BE CAPABLE OF WITHSTANDING A 300-POUND |
| | (136.1 KG) LOAD. |
| | 10.6. LADDERS OVER 30 FEET (9144 MM) IN HEIGHT SHALL BE |
| | PROVIDED WITH OFFSET SECTIONS AND LANDINGS CAPABLE OF |
| | WITHSTANDING 100 POUNDS PER SQUARE FOOT (488.2 KG/M2). |
| | 10.7. LADDERS SHALL BE PROTECTED AGAINST CORROSION BY |
| | APPROVED MEANS. CATWALKS INSTALLED TO PROVIDE THE |
| | REQUIRED ACCESS SHALL BE NOT LESS THAN 24-INCHES (610 |
| | MM) WIDE AND SHALL HAVE RAILINGS AS REQUIRED FOR |
| | SERVICE PLATFORMS. |
| | |
| | 11) ZONING COMMENTS INDICATE THERE MAY HAVE A NEED TO |
| | SCREEN THE MECHANICAL EQUIPMENT ON THE ROOF. PLEASE |
| | SHOW COMPLIANCE WITH ? 1509.6.1 HEIGHT LIMITATIONS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL NOT EXCEED 18 FEET |
| | (5486 MM) IN HEIGHT ABOVE THE ROOF DECK, AS MEASURED TO |
| | THE HIGHEST POINT ON THE MECHANICAL EQUIPMENT SCREEN. |
| | PLEASE PROVIDE THE ATTACHMENT FOR SCREEN FRAMING AS |
| | WELL AS THE SCREEN MATERIAL ITSELF, SHOW COMPLIANCE |
| | WITH 1609.6 WIND DESIGN. |
| | |
| | 12) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY. 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 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
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